ANALYSIS OF RATES
2006
WORKS DEPARTMENT
CONTENTS
Sl. No.
DESCRIPTION
Page No.
(I)
Earth Work
1
(ii)
Special Item for Irrigation Work
11
(iii)
Concrete
43
(iv)
R.C.C. Work
49
(v)
Reinforced Brick Work
69
(vi)
Masonry Brick Work
71
(vii)
Masonry Stone Work
75
(viii)
Flooring
84
(ix)
Painting
93
(x)
Plastering
102
(xi)
Roofing
115
(xii)
Wood Work
132
(xiii)
Road Work
140
(xiv)
Site Clearance
195
(xv)
Pile Foundation
209
(xvi)
Dismantling
214
(xvii)
Iron Work
224
(xviii)
Well Sinking
228
(xix)
Other Building Items.
235
(xx)
Bridge Works
258
I EARTH WORK
Sl.
No.
Quantity
required
Description
Unit
1
2
3
4
1(a) Earth work in oridinary soil within 50m, initial lead
and 1.5m, initial lift including rought dressing and
breaking clods to maximum 5cm to 7cm and laying in
layers not exceeding 0.3m in depth and as per direction
of the Engineer-in-charge
per 100 cum.
i) Labour
Man Mulia
16 nos Each
16 nos Each
Female Mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries and T & P etc. on (i)
Total (i + ii+ iii)
Rate
Rs. P
Amount
Rs. P
Remarks
5
6
7
55.00
55.00
Or Say
(b) Earth work in ordinary soil in embankments, roads, etc.
wtihin 50m initial lead and 1.5m initial lift including
rough dressing and breaking clods to maximum 5cm to
7cm and laying in layers not exceeding 0.3m in depth
and as per specification approved by the department
along with proper compaction with P.R.R. including
hire and running charges of P.R.R. (Measurement to be
taken on the finished compacted section of the fill).
per 100 cum
i) rate as per item (a)
Out turn of PRR
Earth work compaction considered 708.00 cum per day
ordinarily
880.00
880.00
176.00
35.20
1971.20
1971.20 / 100 cum
1971.20
Hire and running charges of PRR as per mechanical
wings comes to Rs 269.00 / Hr
For 708 cum Rs 269.00 x 8 = 2152.00
ii) For 100 cum = 2152.00x100/708 = 303.95
iii) Overhead Charges @ 10 % on (ii)
Total (i + ii+ iii)
-
-
Or Say
303.95
30.40
2305.55
2305.60
/ 100cum
Or Say
1971.20
271.99
2243.20 / 100 cum
2243.20 /100 Cum
-
( c ) Earth work in ordinary soil in embankments, roads, etc.
wtihin 50m initial lead and 1.5m initial lift including
rough dressing and breaking clods to maximum 5cm to
7cm and laying in layers not exceeding 0.3m in depth
and as per specification approved by the department
including proper compaction with H.R.R. (section
measurement to be taken on the finished compacted
section of the fill).
per 100 cum.
i) Rate as per item no 1 (a)
ii) Compaction by HRR as per item No 9 (a)
Total (i+ii)
-1-
Sl.
No.
Quantity
required
Description
1
2
( d) Earth work in ordinary soil in embankments, roads, etc.
maximum laboratory dry density not less than
1.44Gm/1.52Gm/1.65Gm per cubic centimeter in road
embankments respectively upto 3m/more than 3m high
and top 0.5m below sub-grade level within 50m initial
lead and 1.5m initial lift from approved borrow pits
away from the toe of the final section of the road
embankment bottom of the pit not being cut by an
imaginary line having a slope 1:4 projected from the
edge of the final section of the bank including rough
dressing and breaking clods maximum 5cm. to 7cm and
laying in layers each layer not exceeding 23cm in depth
upto required level including removal of roots, shrubs,
bushes and all foreign debris from the earth and
benching the old embankment, sectioning and
cambering the earth work and coveyance of all
material. T & P articles required for the work complete
in all respect as per specification of work and direction
of the Engineer-in-charge and to be measured on
section measurement after compaction under O.M.C.
conditon (100cum) including cost of controlled
compaction with P.R.R. watering upto O.M.C. and
confirming to approved specification including hire and
running charges of PRR.
i) rate as per item 1 (a)
Out turn for controlled specification of and PRR as per
NH standard =425 cum /day
ii) Hire and running charges of PRR and cost of labour for
compaction at OMC as per item no 9(b)I
3
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
1971.20
-
Total(i+ii)
Unit
Or Say
2(a) Earth work in hard soil or gravelly soil within 50m.
Initial lead and 1.5m initial lift including rough
dressing and breaking clods to maximum 5cm to 7cm
and laying in layers not exceeding 0.3m in depth and as
per the direction of the Engineer-in-charge.
i) Labour
Man Mulia
21.5 nos Each
Woman Mulia
21.5 nos Each
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries and T & P etc.on (i)
Total (i + ii+ iii)
55.00
55.00
Or Say
-2-
2422.60
4393.80 / 100 cum
4393.80 / 100 cum
1182.50
1182.50
236.50
47.30
2648.80
2648.80 / 100 cum
Sl.
No.
Quantity
required
Description
1
2
( b) Earth work in hard soil or gravelly soil in embankment,
roads etc. within 50m initial lead and 1.5m initial lift
including rough dressing and breaking clods to
maximum 5cm to 7cm and laying in layers not
exceeding 0.3m in depth and as per specification
approved by the Department alongwith proper
compaction with P.R.R. including hire and running
charges of P.R.R. (section measurement to be taken on
the finished compacted section of the fill)
i) Rate as per item no 2(a)
ii) compaction by PRR as per item no 9(b)ii
Total(i+ii)
3
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
Or Say
2648.80
334.40
2983.20
2983.20 / 100 cum
Or Say
2648.80
271.99
2920.79
2920.80 / 100 cum
( c) Earth work in hard soil or gravelly soil in embankment,
roads etc. within 50m initial lead and 1.5m initial lift
including rough dressing and breaking clods to
maximum 5cm to 7cm and laying in layers not
exceeding 0.3m in depth and as per specification
approved by the Department alongwith proper
compaction with H.R.R. (section measurement to be
taken on the finished compacted section of the fill)
i) Rate as per item no 2(a)
ii) compaction by PRR as per item no 9(a)
Total(i+ii)
( d) Earth work in hard soil or gravelly soil in embankment, roads
etc. maximum laboratory dry density not less than
1.44Gm/1.52Gm/1.65Gm per cubic centimeter in road
embankment respectively upto 3m./more than 3m. high and
top 0.5m below sub-grade level within 50m. initial lead and
1.5m initial lift from approved borrow pit 5m. away from the
toe of final section of the road embankment bottom of the pit
not being cut by an imaginary line having a slope 1:4 projected
from the edge of the final section of the bank including rough
dressing and breaking clods maximum 5cm to 7cm and laying
in layers each layer not exceeding 23cm in depth upto
requireed level inlcuding removal of roots, shrubs, bushes and
all foreign debris from the earth and benching the old
embankment, sectioning and cambering the earth work, cost
and conveyance of all materials. T & P articles etc required
for the work complete in all respect as per specification of
work and direction of the Engineer-in-charge and to be
measured on section measurement after
compaction under O.M.C. condition (100 cum) including cost
of controlled compaction with P.R.R. watering upto O.M.C.
and confirming to approved specification including hire and
i) Rate as per item no 2(a)
-3-
2648.80
Sl.
No.
Quantity
required
Description
1
2
ii) cost of labour charges for compaction for OMC and
hire and running charges of PRR as per item no 9(b) I
Total(i+ii)
3
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
Or Say
3
2422.60
5071.40
5071.40 / 100 cum
Earth work in stoney earth and gravels mixed with
stone and boulder not exceeding 0.014cum in volume
within 50m. Initial lead and 1.5m initial lift including
rough dressing and breaking clods to maximum 5cm to
7cm and laying in layer not exceeding 0.3m in depth
and as per specification approved by the department
i) Labour
Man Mulia
Woman Mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries and T & P etc.on ( i)
Total (i + ii+ iii)
33.53 nos Each
33.53 nos Each
-
55.00
55.00
Or Say
4
1844.15
1844.15
368.83
73.77
4130.90
4130.90 / 100 cum
Earth work in slushy soil (in water upto 0.6m depth
requiring the aid of pans and vessels) within 50m.
Initial lead and 1.5m initial lift as per the direction and
specification of the Deparment.
i) Labour
Man Mulia
Woman Mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries and T & P etc.on ( i)
Total (i + ii+ iii)
-
21 nos Each
23 nos Each
-
55.00
55.00
Or Say
Cutting in disintegrated rock not requiring blasting to
be removed by pick axes and crow bars and depositing
materials within 50m initial lead and 1.5m initial lift
including rough dressing as per direction and
specification of the department including stacking the
useful materials separately as ordered.
i) Labour
Man Mulia
Woman Mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries and T & P etc.on ( i)
Total (i + ii+ iii)
1155.00
1265.00
242.00
48.40
2710.40
2710.40 / 100 cum
5
55 nos Each
54 nos Each
-
55.00
55.00
Or Say
-4-
3025.00
2970.00
599.50
119.90
6714.40
6714.40 / 100 cum
Sl.
No.
Quantity
required
Description
1
2
6 Blasting hard and compacted sheet rock excluding sand
3
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
85.00
55.00
75.00
65.00
85.00
110.00
150.00
130.00
80.60
55.56
11.11
622.27
219.88 /1 cum
219.90 / 1 cum
stone measured in solid including jumping holes cost of
explosive fuse, detonator, etc and stacking the blasted
i)
ii)
iii)
iv)
debris clear of work within 50m lead.
Date for 2.83 cum
Labour
Blaster
Man Mulia
Stone cutter
Sangi mulia
cost of explosive fuse, detonator L.S.
Overhead Charges @ 10 % on (i+ii)
2% Sundries T & P etc.on (i+ii)
Total (i + ii+ iii+iv)
For 1 cum = 622.27/2.83 =Rs. 219.88
1
2
2
2
-
no
nos
nos
nos
Each
Each
Each
Each
-
-
Or Say
7
Extra lead of 25m or part there of over the initial lead
of 50m for earth work in all kinds of embankment and
road works and ordinary earth work in general.
a) 50m to 75m
i) Labour
Man Mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries and T & P etc.on ( i)
Total (i + ii+ iii)
-
3 nos Each
-
55.00
Total=
Or Say
b) 75m to 100m
i) Labour
Man Mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries and T & P etc.on ( i)
Total (i + ii+ iii)
-
3.5 nos Each
-
55.00
Or Say
c) 100m to 125m
i) Labour
Man Mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries and T & P etc.on ( i)
Total (i + ii+ iii)
-
4 nos Each
-
55.00
Or Say
d) 125m to 150m
i) Labour
Man Mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries and T & P etc.on ( i)
Total (i + ii+ iii)
-
4.5 nos Each
-
55.00
Or Say
e) 150m to 175m
-5-
165.00
16.50
3.30
184.80 /100 cum
184.80 /100 cum
192.50
19.25
3.85
215.60 /100 cum
215.60 /100 cum
220.00
22.00
4.40
246.40 /100 cum
246.40 /100 cum
247.50
24.75
4.95
277.20 /100 cum
277.20 /100 cum
Sl.
No.
Quantity
required
Description
1
2
i) Labour
Man Mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries and T & P etc.on ( i)
Total (i + ii+ iii)
3
-
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
55.00
275.00
27.50
5.50
308.00 /100 cum
308.00 /100 cum
5 nos Each
-
Or Say
8
Extra lift of 1.5m or part there of over the initial lift of
1.5m in all kinds of embankments and road works and
ordinary earth work in general.
1st Extra lift of 1.5m (upto 7.5m)
i) Labour
Man Mulia
4.1 nos Each
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries and T & P etc.on ( i)
Total (i + ii+ iii)
55.00
Or Say
(a) Ramming or rolling eath work with light H.R.R. in
embankment in layers not exceeding 0.3m
Data for 28.31 cum
i) Labour
Man Mulia
0.75 nos Each
woman mulia
0.5 nos Each
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries and T & P etc.on ( i)
Total (i + ii+ iii)
For 100 cum = Rs.77.00 X 100/28.31 = Rs. 272.02
225.50
22.55
4.51
252.56 /100 cum
252.60 /100 cum
9
9
55.00
55.00
-
Or Say
(b) (i) Compacting and watering upto O.M.C. rolling
earth work with P.R.R. in embankment in layers not
exceeding 0.23m by power road roller including hire
and running charges of the roller (measurement to be
taken on the finished compacted section of the fill
under O.M.C. condition)
1. Hire and running charges of P.R.R. Rs. 269.00/hr
(considering a roller will compact 425 cum/day)
(Rs269.00 X 8 X 100) / 425
for 100 cum
2. Cost of watering with an av. Lead of 5km by truck
(considering carrying water 20Nos. Of maxphalt drums
in each trip) 5 trips of water required for 390cum of
earth
506.35
5 × 100
390
For 100 cum of earth
1.28
-6-
41.25
27.50
6.88
1.38
77.00
271.99 /100 cum
272.00 /100 cum
1.28 trips
trip
775.00
992.00
Sl.
No.
1
Quantity
required
Description
2
3. Labour charges for sprinkling water, labour required
for 390 cum 50 Nos.
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
3
50 × 100
390
For 100 cum of earth
Man mulia
Overhead Charges 10 %
Total
12.80
-
Each
-
12.8 nos
55.00
Or Say
9
704.00
220.24
2422.59 /100 cum
2422.60 /100 cum
(b) (ii) for ordinary compaction by P.R.R. per day
(Ordinary compaction by P.R.R.) 708 cum
269.00×8×100
708
So for 100cum
303.95
Overhead Charges @10%
Total
30.40
334.35
334.40
/100 cum
Say
10 Fine dressing of earth work in ordinary or hard soil in
road formaton according to the direction of the
department including cutting or filling earth upto
0.15m depth of surface.
i) Labour
Man Mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries & T & P etc. on (i)
Total (i + ii+ iii)
1 no
Each
-
55.00
Or Say
55.00
5.50
1.10
61.60 /100 sqm
61.60 /100 Sqm
11 Triangular or square section of 0.15m trench cutting for
alignment and demarcation purpose of dug belling
10cm to 15cm (Data for 304.80 R.M.)
i) Labour
Man Mulia
Female mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries & T & P etc. on (i)
Total (i + ii+ iii)
For 1 RM = Rs308.00/304.80 = Rs 1.01
-
3 nos Each
2 nos Each
-
55.00
55.00
-
165.00
110.00
27.50
5.50
308.00
Say Rs1.00 per 1RM
12 Puddle filling of good clay including initial lead 50m
and 1.5m initial lift
-7-
Sl.
No.
Quantity
required
Description
1
2
3
i) Labour
Man Mulia for digging stiff clay and sand if required
15
female mulia for carrying
15
Man mulia for weathering pulversing, etc
15
Female mulia for weathering, pulversing etc.
10
laying
20
female mulia for carrying and for trodding
18
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries & T & P etc. on (i)
Total (i + ii+ iii)
nos
nos
nos
nos
nos
nos
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
Each
Each
Each
Each
Each
Each
-
55.00
55.00
55.00
55.00
55.00
55.00
Or Say
825.00
825.00
825.00
550.00
1100.00
990.00
511.50
102.30
5728.80 /100 cum
5728.80 /100 cum
13 Sectioning and cambering earth work in road formation
to proper specification approved by the department
i) Labour
Female mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries & T & P etc. on (i)
Total (i + ii+ iii)
0.75 no
-
Each
-
55.00
Or Say
14 Filling in foundation and plinth with excavated
materials including watering and ramming as directed
by the Engineer-in-charge for 100 cum
15 Filling in foundatin and plinth with sand watered and
rammed (Labour only)
i) Labour
Man Mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries & T & P etc. on (i)
Total (i + ii+ iii)
41.25
4.13
0.83
46.20 /100 cum
46.20 /100 cum
2/3 rate of respective item of work
12.36 nos Each
-
55.00
Or Say
679.80
67.98
13.60
761.38 /100 cum
761.40 /100 cum
16 Fine dressing and turfing with initial lead of 50m and
1.5m initial lift as per direction of Engineer-in-charge
i) Labour
Female mulia for dressing
0.4 no
Man mulia for cutting turf
1 no
Female mulia for carrying
0.8 no
Man mulia for placing turfing in posting and ramming
with thapies
0.74 no
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries & T & P etc. on (i)
Total (i + ii+ iii)
Each
Each
Each
55.00
55.00
55.00
Each
-
55.00
Or Say
17 Extra lead of 50m or part there of over the initial lead
of 50m turfing
-8-
22.00
55.00
44.00
40.70
16.17
3.23
181.10 /100 Sqm
181.10 /100 Sqm
Sl.
No.
Quantity
required
Description
1
2
i) Labour
Man mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries & T & P etc. on (i)
Total (i + ii+ iii)
3
0.95 no
-
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
Each
-
55.00
Or Say
18 Extra lift of 1.5m or part thereof overinitial lift of 1.5m
for turfing
i) Labour
Man mulia
0.42 no
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries & T & P etc. on (i)
Total (i + ii+ iii)
Each
-
55.00
Or Say
52.25
5.23
1.05
58.52 /100 Sqm
58.50 /100 Sqm
23.10
2.31
0.46
25.87 /100 Sqm
25.90 /100 Sqm
19 Excavation of founation in hard rock (granite) removed
by chiselling including dressing and levelling the bed
not exceeding 1.5m in depth and depositing the soil
within initial lead of 50m and as per specification
approved by the Department
i) Labour
Man mulia
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries & T & P etc. on (i)
Total (i + ii+ iii)
-
5.68 nos Each
-
55.00
Or Say
20 Excavation of founation in laterite rock or any hard
rock (other than granite or disintigrated rock) removed
by chiselling including dressing and levelling the bed
not exceeding 1.5m in depth and depositing the soil
within initial lead of 50m and as per specification
approved by the Department
i) Labour
Man mulia
3.74 nos Each
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries & T & P etc. on (i)
Total (i + ii+ iii)
55.00
Or Say
21 Shoring and shuttering foundation trenches, pits etc.
with close wooden planks or sheets shuttering etc.
excluding cost of planks and sheets (labour only)
i) Labour
Carpenter (2nd class)
0.5 no
ii) Overhead Charges @ 10 % on (i)
iii) 2% Sundries & T & P etc. on (i)
Total (i + ii+ iii)
Each
-
75.00
Or Say
-9-
312.40
31.24
6.25
349.89 /1 cum
349.90 /1 cum
205.70
20.57
4.11
230.38 /1 cum
230.40 /1 cum
37.50
3.75
0.75
42.00 /Sqm
42.00 /Sqm
Sl.
No.
Quantity
required
Description
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
1
2
3
4
5
6
7
22 Earth work in open well excavation with lead upto 50m
for 100cum
.
a) 1st depth of 1.5m initial rateof foundation same nature of soil
b) 2nd depth of 1.5m –1½ times initial rate + 1½ times lift
c) 3rd depth of 1.5m –2 times initial rate + 2½ times lift
d) 4th depth of 1.5m –2½ times initial rate + 3½ times liftt
e) 5th depth of 1.5m –3 times initial rate + 4½ times lift
f) 6th depth of 1.5m –3½ times initial rate + 5½ times lift
g) 7th depth of 1.5m –4 times initial rate + 6½ times lift
h)8th depth of 1.5m –4½ times initial rate + 7½ times lift
(and so on for further depth)
Notes :
(i) Oridinary soil - light black cotton, sandy earth, sandy loam, dry silt, fragile, red earth, soft earth,
and soft moorum.
(ii) Hard soil - Hard stiff clay, stiff black cotton,hard red earth, shales, moorum, ordinary gravels.
(iii) Stoney earth- earth mixed with gravel and boulders not exceeding 0.014 cum in volume
(iv) Slushy soil - A soil having the characteristics of liquid mud with negligible bearing capacity which can be
removed with the aid of pans and vessels only.
(v) For excavation of foundation including dressing and levelling the bed and depositing the soil with initial lea
of 50m and initial lift of 1.5m add 20 percent extra over the respectiv rates of earth work in excavation
(vi) Dewatering during excavation to be paid as per actuals.
(vii) The rate for extra lead and lift for blasted stone work will be double of the respective rates of leads
and lifts for earth work.
(viii) In the event of any difference in opinion regarding classification of soil the decision of the
Engineer-in-charge (E.E.) is final and binding.
(ix) 10 per cent excess on the above rates will be allowed for the works being executed inside jail premises.
-10-
II. SPECIAL ITEMS FOR IRRIGATION WORKS
1.
Excavation of any approved type of soil in approved borrow area by
mechanical means loading into and transportation by mechanical means and
unloading the soil within initial lead of 1km on properly prepared and
scientifically approved surface including spreading and levelling the earth in
22.5 cm layers to make ready for watering and compaction with sheep foot
rollers and dozers but excluding watering and compaction in dams and dykes
for all heights including construction, maintenance, watering and lighting of
haul road and borrow area etc. complete as per the direction of Engineer-incharge. (measurement of the fill to be taken on the finished compacted
section under OMC condition.)
Per 1 cum
(A) Excavation by Mechanical means :
---------------------------------------------- ---------------- --Considering Hitachi Excavator of the following specification :
Capacity of bucket =
Cycle time for one bucket excavation =
Bucket fill factor =
Overall efficiency =
Considering effective working of 50 min./ hour
Production per hour (loose earth) =
(50 x 60 x 0.91 x 0.9 x 0.83)/16 =
0.91 cum
16.00 sec
0.90
83.00 %
127.46 cum
Hire charge excluding supervision charge per hour =
Cost of mechanical excavation per 1 cum =
(B) Trasportation cost :
---------------------------------------------Capacity of Tipper (loose soil) =
Taking 80% carrying capacity, the
capacity of Tipper =
Lead
=
1717.64
Rs13.48
5.70 cum
4.56 cum
1.00 km
a) Loading time = (Body capacity/Excavator output per min)
=
2.15 min
b) Loaded haul @ 25km/hr =
2.40 min
c) Empty haul @ 25km/hr =
2.40 min
d) Spotting, turning and
unloading time
=
1.40 min
------------Total cycle time
=
8.35 min
Say
8.00 min
Quantity to be carried per hour =
(50 / 8.00 x 4.56) =
Hire charge of TATA Tipper excluding supervision charge/hr :
Depriciation of tyres & tubes :(6 x 6000 )/(2 x 2000) =
28.50 cum
Rs498.31
Rs9.00
--------------------
-11-
Hire charge of Tipper per hour =
Rs507.31
Cost of transportation of loose earth within
initial lead of 1km =
(507.31/28.50) =
Rs17.80
Add construction & maintenance of haul roads (L.S.)=
Add for spreading earth (L.S.)=
Rs1.50
Rs4.00
----------------Rs36.78
Total prime cost =
Add overhead charges (10% of prime cost) =
Total =
Rs3.68
----------------Rs40.46
For an average soil 120 cum of loose earth when compacted
to 95% Proctor density under O.M.C. condition will measure
100 cum.
So rate per 1 cum of compacted earth = Rs.40.46X120/100
Or say
2.
Rs48.55
Rs48.60 /cum
Watering earthwork upto OMC condition and compaction by sheepfoot rollers
and dozer in layers not exceeding 22.5 cm to 95% dry density including hire
and running charges of all the machineries complete as per direction of
Engineer-in-charge. (measurement to be taken on the finished compacted
section of the fill under OMC condition.)
A. Machines used B. Out turn -
Dozer and two pairs of sheepfoot rollers of total
weight 20 tonnes
100 cum of earthwork per working hour of machine
Hire charge of Dozer(D-80/A-12) excluding supervision
charge per hour =
Hire charge of sheepfoot roller excluding supervision
charge per hour =
Rs2,141.79
Total hire charge =
Hence cost for 100 cum of compacted earth =
Add towords watering (3 % of cost of compaction)=
Rs77.86
----------------Rs2,219.64
Rs2,219.64
Rs67.00
----------------Rs2,286.64
Prime cost per 1 cum of watering and compaction =
2286.64/100 =
Overhead charges 10% =
Or say
3.
Fine dressing and turfing the slopes of the dam or dyke with compact Dub
grass with initial lifts and lead and as per the direction of the Engineer-incharge.
Unit - 1 sqm.
A) Fine dressing of earthwork :
-12-
Rs22.87
Rs2.29
----------------Rs25.16 /cum
Rs25.20 /cum
Male Worker
0.01 nos.
@
Rs55.00
Rs0.55
B) Cutting Turf :
Male Worker
0.01 nos.
@
Rs55.00
Rs0.55
C) Male worker required to place turf and
ramming with thapies
0.007 nos.
@
Rs55.00
Rs0.41
D) Watering Charges
L.S.
Rs0.30
----------------Rs1.81
(A+B+C)
i) Overhead charges @ 10% (A+B+C) =
ii) Sundries and T&P @ 2% on labour charge=
Rs0.18
Rs0.04
Rs2.03
Rs2.00 /Sqm.
Or Say
4.
Supplying and spreading sand of approved specification on compacted
surfaces of earth dam or dykes for filter blanket and other horizontal filter zone
to proper thickness including surface dressing within initial lead complete as
directed by the Engineer-in-charge. (Cost of transportation to be added)
Unit - 1 cum.
A. Cost of Sand
1.00 cum
@
Rs29.00
Rs29.00
B. Labour charges
Dressing surface
Considering sand to be laid in layers of 0.2m,
Spreading area /cum =
1/ 0.2 =
Male Worker
0.20 m
5.00
sqm
0.05 nos.
@
Rs55.00
Rs2.75
0.40 nos.
@
Rs55.00
Rs22.00
Spreading within 50m lead from stacks
Male Worker
(A+B )=
Overhead charges @ 10% on (A+B) =
Or Say
5.
Supplying and spreading 20mm down graded chips satisfying filter criteria in
horizontal filter zones and filter blankets to proper thickness including surface
dressing within an initial lead complete as directed by the Engineer-in-charge.
(Cost of transportation to be added)
Unit - 1 cum.
A.Materials
Cost of Chips
-13-
Rs53.75
Rs5.38
----------------Rs59.13 /cum.
Rs59.10 /cum.
20mm to 10mm
10mm to 6mm
0.50 cum
0.50 cum
@
@
Rs638.00
Rs671.00
Rs319.00
Rs335.50
----------------Rs654.50
0.50 nos.
@
Rs55.00
(A+B )=
Rs27.50
----------------Rs682.00
Or Say
Rs68.20
----------------Rs750.20 /cum.
Rs750.20 /cum.
B. Labour charges
Labour for spreading & levelling
Male Worker
Overhead charges @ 10% on (A+B) =
6.
Supplying and spreading 40mm to 20mm size granite metal filter in horizontal
filter zones and filter blankets including levelling etc complete within initial lead
as directed by the Engineer-in-charge. (Cost of transportation to be added)
Unit - 1 cum.
A.Materials
Cost of Metal
40mm
20mm
B. Labour charges
0.50 cum
0.50 cum
@
@
Rs464.00
638.00
Rs232.00
319.00
Male Worker
0.55 nos.
@
Rs55.00
(A+B )=
Rs30.25
----------------Rs581.25
Or Say
Rs58.13
----------------Rs639.38 /cum.
Rs639.40 /cum.
Overhead charges @ 10% on (A+B) =
7.
Supplying and spreading sand of approved specification for filter in rock toe
riprap and filter drains in earth dam and dyke to proper slope and level within
an initial lead as directed by the Engineer-in-charge. (Cost of transportation to
be added)
Unit - 1 cum.
A.Materials
Cost of sand
1.00 cum
@
Rs29.00
Rs29.00
Rs55.00
Rs1.82
B. Labour charges
Considering thickness of filter as 0.3m
Spreading area per cum =
1 / 0.3 =
Male Worker
0.033 nos.
-14-
3.33
sqm
@
Filling & levelling
Male Worker
0.50 nos.
@
Rs55.00
(A+B )=
Overhead charges @ 10% on (A+B) =
Or Say
8.
Rs27.50
----------------Rs29.32
Rs58.32
Rs5.83
----------------Rs64.15 /cum.
Rs64.20 /cum.
Supplying and spreading granite chips of size 20mm down graded in filter in
rock toe riprap and filter drains in earth dam or dyke to proper slope and level
within initial lead as directed by the Engineer-in-charge. (Cost of
transo\portation to be added)
Unit - 1 cum.
A.Materials
Cost of Chips
20mm to 10mm
10mm to 6mm
0.50 cum
0.50 cum
@
@
Rs638.00
Rs671.00
Rs319.00
Rs335.50
----------------Rs654.50
0.625 nos.
@
Rs55.00
(A+B )=
Rs34.38
----------------Rs688.88
Or Say
Rs68.89
----------------Rs757.77 /cum.
Rs757.80 /cum.
B. Labour charges
Labour for site conveyance & filling
Male Worker
Overhead charges @ 10% on (A+B)=
9.
Supplying and spreading 40mm to 20mm size granite metal in filter in rock toe
riprap and filter drains in earth dam or dyke to proper slope and level within
initial lead as directed by the Engineer-in-charge. (Cost of transportation to be
added)
Unit - 1 cum.
A.Materials
Cost of metal
40mm
20mm
0.50 cum
0.50 cum
B. Labour charges
-15-
@
@
Rs464.00
Rs638.00
Rs232.00
Rs319.00
Male Worker
0.69 nos.
@
Rs55.00
(A+B )=
Overhead charges @ 10% on (A+B)=
10.
Or Say
Supplying and filling sand of approved specification in vertical chimny to
proper line & level using removable sheet metal separators upto designed
height of filter chimny within initial lead lead as directed by the Engineer-incharge. (Cost of transportation to be added)
Rs37.79
----------------588.79
Rs58.88
Rs647.67 /cum.
Rs647.70 /cum.
Unit - 1 cum.
A.Materials
Cost of sand
1.00 cum
@
Rs29.00
Male Worker
0.55 nos.
Add for depriciation charges of metal separators
@
Rs55.00
L.S.
Rs29.00
B. Labour charges for raising & spreading
(A+B )=
Rs30.25
Rs1.00
----------------Rs60.25
Or Say
Rs6.03
----------------Rs66.28 /cum.
Rs66.30 /cum.
Overhead charges @ 10% on (A+B)=
11.
Providing dry rubble rock toe with blasted and quarried granite boulders of
sizes 30cm and above with all leads and lifts including dumping with packing
interstices properly and surface packing to proper line and level complete as
directed by the Engineer-in-charge. ( No deduction to be made towords voids
in finished section.) (Cost of transportation to be added)
Unit - 1 cum.
A.Materials
Blasted R R stone
1.00 cum
@
Rs148.00
Rs148.00
B. Labour charges for lifting & laying etc.
i) Stone packer
0.20 nos.
ii)Male Worker
0.35 nos.
iii)Hammer Man
0.10 nos.
@
@
@
Rs65.00
Rs55.00
Rs65.00
(A+B )=
Rs13.00
Rs19.25
Rs6.50
----------------Rs186.75
Or Say
Rs18.68
----------------Rs205.43 /cum.
Rs205.40 /cum.
Overhead charges @ 10% on (A+B)=
-16-
12.
Providing stone riprap to the slopes of earthdam and dyke with quarried and
blasted granite stone boulders of size 0.30m and above including dumping on
slopes filling interstices with small stones & wedges and packing surface to
proper line and levels including fixing wave breakers complete with all leads &
lifts complete as directed by the Engineer-in-charge. (No deduction towords
voids in finished section.) (Cost of transportation to be added)
Unit - 1 cum.
A.Materials
Blasted R R stone
1.00 cum
@
Rs148.00
Rs148.00
0.32 nos.
0.45 nos.
0.10 nos.
@
@
@
Rs65.00
Rs55.00
Rs65.00
(A+B )=
Rs20.80
Rs24.75
Rs6.50
----------------Rs200.05
Or Say
Rs20.01
----------------Rs220.06
Rs220.10 /cum.
B. Labour charges
i) Stone packer
ii)Male Worker
iii)Hammer Man
Overhead charges @ 10% on (A+B)=
13.
Excavation in all kinds of soil including moorum, stoney earth, gravel etc.
excepting all kinds of rock & boulders exceeding 0.014cum in volume for dam
base stripping, cut-off trenches, outfall drains and stripping in borrow areas
including rough dressing and dumping the excavated materials away from
work site manually within 50m initial lead and 1.5m initial lift as per the
direction of Engineer-in-charge including stacking of useful materials as
directed.
Per 1 cum.
A) Labour Charge
Male Worker
Female Worker
0.237 nos.
0.237 nos.
@
@
Rs55.00
Rs55.00
Prime cost =
B) Other Charges
i) Overhead charges @10% of prime cost=
Rs2.61
Or Say
14.
Excavation of foundation in Disintegrated rock not requiring blasting to be
removed by pick axes and crow bars and depositing excavated materials
manually within 50m. initial lead and 1.5m. initial lift including stacking useful
materials separately as per direction of Engineer-in-charge.
Per 1 cum.
A) Labour Charge
-17-
Rs13.04
Rs13.04
Rs26.08
Rs28.69 /cum
Rs28.70 /cum
Male Worker
Female Worker
0.55 nos.
0.54 nos.
@
@
Rs55.00
Rs55.00
Prime cost =
B) Other Charges
i) Overhead charges @10% of prime cost=
Rs6.00
Or Say
15.
Rs30.25
Rs29.70
Rs59.95
Rs65.95 /cum
Rs66.00 /cum
Excavation of foundation in hard rock of all toughness and boulders above
0.03 cum in volume within 50 m. initial lead and 1.5 m. initial lift including
rough dressing as per specification of the department including stacking
useful stones and disposal of muck manually as directed by the Engineer-incharge.
Per 1 cum.
A) Drilling and blasting charge :
(a) Compressor Charges
Hire charge of 400 cfm compressor per hour =
Rs.766.35
3 Jack hammer can be operated at a time and
outturn of jack hammer = 5 holes drilling.
Blasted Rock out turn per 1.0 m hole is 1.00 cum.
Total out turn of blasted rock/hr= ( 3 x 5 x 1.00 )
Hire charge of compressor per cum =
15.00 cum.
Rs.51.09
(b) Jack hammer charges
Hire charge of jack hammer per hour =
Out turn per hour =(5 x 1.0)=
Hire charge of jack hammer per cum =
Rs.7.93
5.00 cum.
Rs.1.59
(c) Consumables
Rs.1,650.00
Cost of drill rod 2'6" (c1)=
Cost of drill rod 5'0" (c2)=
Rs.2,450.00
Avg. cost of drill rod (c3)=(c1+c2)/2 Rs.2,050.00
Life of one drill rod =
150.00 r.m.
Cost of drill rod per cum (c3 /(150 x 1.0)) =
Cost of air line per cum (L.S.) =
(d) Labour Charges
Driller 3 nos. @
75.00
Male Worker 4 nos. @
55.00
Blaster 1 no. @
85.00
Add for hidden cost of labour @10% of
direct labour charges =
/day =
/day =
/day =
Rs.13.67
Rs.5.00
Rs.225.00
Rs.220.00
Rs.85.00
Rs.53.00
-------------------Rs.583.00
Labour charges for drilling/cum taking 7hrs/shift =
(e) Explosives (Data for 2.4 m hole)
2/7th kg of Gelatine @
1 no. of Electric Detonator =
Lead wire (L.S.) =
Ammonium Nitrate 0.8 kg @
75.00
12.00
/kg =
/no.
25.00
/kg =
-18-
Rs.5.55
Rs.21.43
Rs.12.00
Rs.5.00
Rs.20.00
--------------------
Total on explosives =
Cost of explosive per cum =(cost of explosive/(2.4 x 1.0))=
Rs.58.43
Rs.24.35
DRILLING AND BLASTING COST (Q1) =
ADD FOR SECONDARY BLASTING (Q2) = 20% OF Q1 =
B) Labour charge
Hammer man
Male Worker
0.10 nos.
0.50 nos.
Rs.101.25
Rs.20.25
Rs.121.50
@
@
Rs65.00
Rs55.00
(A + B) =
Rs6.50
Rs27.50
Rs155.50
Or Say
Rs15.55
Rs171.05 /cum
Rs171.10 /cum
Overhead charges @ 10% of (A+B)
16.
Excavation, loading, unloading and carriage by mechanical means of all kinds
of soil, including stoney earth, gravel and moorum etc interspread with
boulders upto 1/2 cum size with all lifts and delifts including trimming of
slopes and bed to design section and depositing the the excavated materials
away from work site as per the specification and as directed by the Engineerin-charge within an initial lead of 1km from the place of excavation complete.
Per 1 cum.
(A) Excavation by Mechanical means
Considering Hitachi Excavator of the following specification :
Capacity of bucket =
Cycle time for one bucket excavation =
Bucket fill factor =
Overall efficiency =
0.91 cum
16.00 sec
0.90
83.00 %
Taking effective working per hr = 50 min,
Production per hour (loose earth) =
(50 x 60 x 0.91 x 0.9 x 0.83)/16 =
127.46 cum
Considering a swell factor of 0.86 for all kinds of soil,
Quantity of land excavation per hour =
109.62 cum
Hire charge of excavator
excluding supervision charges =
1717.64
Cost of excavtion per 1 cum = 1717.64/109.62 =
Rs15.67
(B) Trasportation cost
Capacity of Tipper (loose soil) =
5.70 cum
Taking 80% carrying capacity, the
capacity of Tipper =
Lead
=
4.56 cum
1.00 km
a) Loading time = (Body capacity/Excavator output per min)
=
2.15 min
-19-
b) Loaded haul @ 20km/hr =
c) Empty haul @ 20km/hr =
d) Spotting, turning and
unloading time
=
Total cycle time
=
3.00 min
3.00 min
1.40 min
9.55 min
Quantity to be carried per hour =
23.88 cum
Considering a swell factor of 0.86 for all kinds of soil,
Quantity of land excavation per hour =
20.54 cum
Hire charge of Tipper excluding
supervision charge / hr =
Depriciation of tyres & tubes :(6 x 9500/4000)
Hire charge of Tipper per hour =
Rs498.31
Rs14.25
Rs512.56
Cost of transportation of all kinds of soil within
initial lead of 1km =
(512.56/20.54) =
Total of excavation and transportation = 15.67+24.95 =
Add for trimming of slope and bed manually
Rs24.95
L.S.
(A + B) =
Rs40.62
Rs1.00
Rs41.62
Total =
Or Say
Rs4.16
Rs45.78 /cum
Rs45.80 /cum
Overhead charges @ 10% of (A+B)
17.
Excavation, loading and carriage by mechanical means in D.I. rock, laterite
and soft rock not requiring blasting interspread with boulders upto 1/2 cum
size with all lifts and delifts including trimming of slopes and bed to design
section and depositing the excavated materials away from work site as per the
specification and as directed by the Engineer-in-charge within an initial lead of
1km from the place of excavation complete.
Per 1 cum.
A. Excavation by Mechanical means
Capacity of excavator for
excavation of loose earth =
127.46 cum
Considering a swell factor of 0.715 for D.I. rock,
Quantity of soil excavation per hour =
Hire charge of excavator
excluding supervision charges =
91.13 cum
1717.64
Cost of excavation per 1 cum = 1717.64/91.13 =
Rs18.85
B. Trasportation cost
Capacity of Tipper (loose soil) =
Taking 80% carrying capacity, the
capacity of Tipper =
Lead
=
5.70 cum
4.56 cum
1.00 km
-20-
a) Loading time = (Body capacity/Excavator output per min)
=
2.15 min
b) Loaded haul @ 20km/hr =
3.00 min
c) Empty haul @ 20km/hr =
3.00 min
d) Spotting, turning and
unloading time
=
2.23 min
Total cycle time
=
10.38 min
Quantity to be carried per hour =
21.97 cum
Considering a swell factor of 0.715 for D.I. rock
Quantity of soil excavation per hour =
15.71 cum
Hire charge of Tipper per hour =
(As per Item No.16)
Rs512.56
Cost of transportation of D.I. rock earth within
initial lead of 1km =
(512.56/15.71) =
Total of excavation and transportation = 18.85+32.63 =
Add for trimming of slope and bed manually =
Rs32.63
L.S.
(A + B) =
Rs51.48
Rs2.00
Rs53.48
Total =
Or Say
Rs5.35
Rs58.83 /cum
Rs58.80 /cum
Overhead charges @ 10% of (A+B)
18.
Excavation of hard rock of all toughness in canal and cutoff trench of earth
dam and other deep cutting sections by mechanical drilling and appropriate
blasting with all lifts and delifts, loading into and transportation by transport
vehicle within 1 km of initial lead and depositing the excavated materials
neatly in specified dump yard as directed by Engineer-in-charge and trimming
of bed and slope to the design finished section by manually, if necessary
complete. (Recovery of useful materials of all sizes will normally be 0.7 cum
per cum of excavation measured in dump condition. In case of change of
recovery due to rock condition, percentage is to be fixed by Chief Engineer-incharge).
Per 1 cum.
Operations involved :
i) Rock is to be blasted continuously.
ii) The blasted materials is to be heaped.
iii) The heaped rock are to be loaded on Tipper
by excavator.
iv) The loaded materials is to be carried
within a lead of 1 km.
v) Trimming of bed and slope.
A. Cost of Drilling and blasting per 1 cum =
(As per Item of Hard Rock)
B. Loading by excavator /cum= 1717.64/72 =
(Taking outturn in rock as 72 cum/hr)
-21-
Rs101.25
Rs23.86
C. Trasportation by Tipper
Capacity of Tipper (loose soil) =
Taking 80% carrying capacity, the
capacity of Tipper =
Lead
=
1.00km
a) Loading time = (Body capacity/Excavator output per min)
=
3.80 min
b) Loaded haul @ 20km/hr =
3.00 min
c) Empty haul @ 20km/hr =
3.00 min
d) Spotting, turning and
unloading time
=
1.40 min
Total cycle time
=
11.20 min
5.70 cum
4.56 cum
Quantity to be carried per hour =
Considering a swell factor of 0.715
Quantity carried per hour =
20.36 cum
14.56 cum
Hire charge of Tipper per hour =
(As per Item No.16)
Cost of transportation within
initial lead of 1km =
Rs512.56
(512.56/14.56) =
Rs35.20
D. Hire charge of Dozer per hour
(excluding supervision charge)
Rs2,141.79
Cost of spreading by Dozer = 2141.79/120 =
(A+B+C+D)=
Overhead charges @10% of (A+B+C+D)=
Total =
Or Say
19.
Rs17.85
Rs178.16
Rs17.82
Rs195.98 /cum
Rs196.00 /cum
Preparation of bed of foundation by wedging and barring in hard rock including
removal of loose rock complete and disposal of muck by mechanical means
within initial lead & lift as directed by Engineer-in-charge.
Per 1 cum.
A. Labour Charge
Stone Cutter
Hammer man
Male Worker
1.00 nos.
1.00 nos.
2.00 nos.
@
@
@
Rs75.00
Rs65.00
Rs55.00
(A) =
i) Overhead charges @10% of (A)=
Rs25.00
Or Say
20.
Rs75.00
Rs65.00
Rs110.00
Rs250.00
Clearance of slush and muck from foundation pit by manual means including
removal of debris within 50 m. initial lead and initial lift of 1.5m as directed by
the Engineer-in-charge.
Per 1 cum.
-22-
Rs275.00 /cum
Rs275.00 /cum
A. Labour Charge
Male Worker
Female Worker
0.22 nos.
0.44 nos.
@
@
Rs55.00
Rs55.00
(A) =
i) Overhead charges @10% of (A)=
Rs3.63
Or Say
21.
Rs12.10
Rs24.20
Rs36.30
Rs39.93 /cum
Rs39.90 /cum
Preparation of foundation bed in hard rock requiring chieselling, hammering
and tampering; wire brushing and air & water jetting etc including hire charges
of all equipments and T & P etc. complete for dams, barrages and power
house etc. over rock foundation as directed by Engineer-in-charge.
Per 1 sqm.
A. Chipping
Stone Cutter
Male Worker
0.20 nos.
0.10 nos.
@
@
Rs75.00
Rs55.00
Rs15.00
Rs5.50
B. Brushing and removal of debris
Female Worker
0.10 nos.
@
Rs55.00
Rs5.50
@
Rs324.79
L.S.
Rs16.24
Rs1.00
L.S.
Rs65.00
Rs65.00
(A + B + C) =
Rs1.50
Rs0.65
Rs0.65
Rs46.04
Or Say
Rs4.60
Rs50.64 /sqm
Rs50.60 /sqm
C. Air and Water jetting in three operations
i) Air compressor / one
point supply charges
0.05 hr.
ii) Water charges
iii) Air hose, water
hose & fittings and
jet point charges
iv) Jet operator
0.01 nos.
v) Helper
0.01 nos.
@
@
Overhead charges @10% of (A+B+C)=
22.
Fixing 25 mm. dia anchor bars in foundation rock including drilling 35 mm. dia
holes, fixing wedged anchor and grouting with cement mortar 1:4 complete as
per the direction of Engineer-in-charge excluding cost of M.S. rods for dams,
barrages and power house structures including pull testing of 30% of anchors.
(Depth of hole only to be measured for payment purpose).
Per 1 r.m.
A. Drilling Hole
i) 400cfm Compressor
with crew
ii) Jack Hammer
iii) Labour for drilling holes -
0.145 hr.
0.435 hr.
Driller
Male Worker
0.07 nos.
0.07 nos.
-23-
@
@
Rs766.35
Rs7.93
Rs111.12
Rs3.45
@
@
Rs75.00
Rs55.00
Rs5.25
Rs3.85
iv) Cost of drill rod
1/150 nos.
@
Rs2,050.00
Rs13.67
Fitter Special
Male Worker
ii) Fixing anchors into holes -
0.10 nos.
0.10 nos.
@
@
Rs85.00
Rs55.00
Rs8.50
Rs5.50
Hammer man
Male Worker
iii) Cost of wedge
iv) Grouting with cement mortar
including materials and labours
Add for pull testing
0.05 nos.
0.05 nos.
@
@
Rs65.00
Rs55.00
L.S.
Rs3.25
Rs2.75
Rs2.50
L.S.
L.S.
(A+B) =
Rs6.00
Rs2.50
Rs168.34
Or Say
Rs16.83
Rs185.17 /1R.M.
Rs185.20 /1R.M.
B. Making wedged anchors and fixing
i) Cutting & splitting upto 10 cm. -
Overhead charges @10% of (A+B)=
23.
Random rubble stone masonry in dams, barrages and weirs etc. with cement
mortar 1:3 with quarried stone boulders of approved quality including providing
all materials, machineries and labour etc complete as per the direction of
Engineer-in-charge including construction of necessary ramps, cat ways etc.
for all lifts and delifts upto 10m of dam from average N.S.L. of block. (Cost of
transportation to be added)
For 1 cum
A. Materials:
i) Rubble stones including bond
stones, spalls and wedges 1cum
1.00 cum
ii) Sand of approved quality 0.45 cu
0.45 cum
iii)Cement
2.15 qtl
iv) Water cost (not allowed if supply mains
provided by department)
v) Admixtures (if used add extra)
@
@
@
Rs122.90
Rs29.00
Rs354.00
L.S.
L.S.
Total =
Rs122.90
Rs13.05
Rs761.10
Rs2.50
Rs0.00
Rs899.55
B. Labour charges for feeding mixer, carrying materials from
stock piles, laying masonry, curing etc. including cleaning.
Labour charges for 7.86 cum of masonry constructed per day
with the following labour for +/- 10m lift.
Mason Special
Mason Ordinary
Hammer man
Sangi mulia
Male Worker
Female worker
1.00
1.00
0.50
5.00
5.00
9.00
nos.
nos.
nos.
nos.
nos.
nos.
For lift/delift upto 20m add 20 % extra on labour =
-24-
@
@
@
@
@
@
Rs85.00
Rs75.00
Rs65.00
Rs65.00
Rs55.00
Rs55.00
Rs85.00
Rs75.00
Rs32.50
Rs325.00
Rs275.00
Rs495.00
Rs1,287.50
Rs257.50
Rs1,545.00
Quantity done in cum =
7.86
Rate/cum =
Rs196.56
C. Hire charge of mixer
A 10/7 concrete mixer can produce Mortar @4cum/hour
For 0.45 cum time = 1/4 x 0.45 =
Hire charges @
0.1125 hr.
Rs126.96 /hr =
Rs14.28
D. Cost of providing Ramps & Scaffolding and catways etc.
@ 10 % cost of materials (A)
(A+B+C+D)=
Rs89.96
Rs1,200.35
Or Say
Rs120.04
Rs1,320.39 /cum
Rs1,320.40 /cum
Overhead charges @10% of (A+B+C+D)=
24.
Random rubble stone masonry in dams, barrages and weirs etc. with cement
mortar 1:4 with quarried stone boulders of approved quality including providing
all materials, machineries and labour etc complete as per the direction of
Engineer-in-charge including construction of necessary ramps, catways etc.
for all lifts and delifts upto 10m of dam from average N.S.L. of block. (Cost of
transportation to be added)
For 1 cum
A. Materials:
i) Rubble stones including bond
stones, spalls and wedges
1.00 cum
ii) Sand of approved quality
0.45 cum
iii) Cement
1.60 qtl
iv) Water cost (not allowed if supply mains
provided by department)
v) Admixtures (if used add extra)
@
@
@
Rs122.90
Rs29.00
Rs354.00
L.S.
L.S.
Total =
Rs122.90
Rs13.05
Rs566.40
Rs2.50
Rs0.00
Rs704.85
C. Labour charges for feeding mixer, carrying materials from
stock piles, laying masonry, curing etc. including cleaning.
(As per Item R.R.stone Masonry with C:M 1:3)
Rs196.56
D. Hire charge of mixer
(As per Item R.R.stone Masonry with C:M 1:3)
Rs14.28
E. Cost of providing Ramps & Scaffolding and catways etc.
@ 10 % cost of materials (A)
(A+B+C+D)=
Overhead charges @10% of (A+B+C+D)=
-25-
Rs70.49
Rs986.18
Rs98.62
Rs1,084.80 /cum
Or Say
25.
Rs1,084.80 /cum
Cement concrete M10 grade with crushed granite coarse aggregate of size
40mm down graded mixed in batching and mixing plant including cost of all
materials, machineries and labour for materials up to mixing yard and
transportation of mixed concrete within initial lead of 1km by mechanical
means and laying in dams, barrages, power house and pen stock with all
lifts/delifts upto 1.5m height above average ground level as per direction of
Engineer-in-charge. (Cost of transportation of materials to be added)
For 1 cum
A. Materials
i) Cost of 40mm down graded aggregate for 0.93 cum :
40 mm down graded metal will contain
40mm
50.00%
20mm
25.00%
10mm
25.00%
Rate/cum =(464x0.50+638x0.25+671x0.25)=
Rate for 0.93 cum
0.93 cum
ii) Sand
iii) Cement
iv) Admixtures (to be added if used)
v) Water cost (to be added if supply
mains not provided by the department)
0.37 cum
2.07 qtl
@
@
@
Rs464.00
Rs638.00
Rs671.00
@
Rs559.25
@
@
Rs29.00
Rs354.00
L.S.
L.S.
Total =
Rs232.00
Rs159.50
Rs167.75
Rs559.25
Rs520.10
Rs10.73
Rs732.78
Rs0.00
Rs2.50
Rs1,266.11
B. Labour charges
i) Feeding batching plant :
Male Worker
0.20 nos.
@
Rs55.00
Rs11.00
ii) Placement and laying :
Mason Special
Male/Female worker
0.05 nos.
0.67 nos.
@
@
Rs85.00
Rs55.00
Rs4.25
Rs36.85
iii) Cleaning surface and green cutting and curing :
Jet Operator
0.10 nos.
Female worker
0.20 nos.
@
@
Rs65.00
Rs55.00
Total =
Rs6.50
Rs11.00
Rs69.60
C. Hire charge of machineries
i) Hire charge of transport vehicle :
(Conveyance of Green concrete from batching plant to
work site)
Transportation up to 1km by Tipper
One Tipper can carry 1.8 cum per trip, which is
manufactured by Batching Plant in two batches of
3 minutes each i.e. in 6 minutes.
Loading time
6.0 min
-26-
Loaded haul (@ 20 kmph)
Empty haul (@ 30 kmph)
Unloading, turning,
dumping etc.
Total cycle time =
3.0 min
2.0 min
3.3 min
14.30 min
No. of trips / hr considering
time = (50/14.30)
50.00 min effective
3.50 trips
Quantity of concrete transported considering
80% efficiency =
5.04 cum
Use rate of Tiper / hr without P.O.L. =
Cost of P.O.L. & lubricants a) Diesel
b) Lubricant @20% of Diesel
221.47
2.00 lt
@
Rs34.00
Hire charge of Tipper / cum =
Rs68.00
Rs13.60
303.07
Rs60.13
ii) Hire charge of Batching and Mixing Plant :
Out turn per hour =
Hire charge of Batching Plant/hr =
15.00 cum
468.70
Hire charge of Batching Plant / cum =
Rs31.25
iii) Hire charge of compressor for washing, cleaning
and green cutting :
Hire charge of 400cfm compressor/hr =
766.35
Compressor can supply air to 3 points and time
for cleaning in 3 phases is considered to be
0.03 hr each for 1 cum of concrete.
Hire charge of Compressor / cum =
Rs22.99
iv) Hire charge of vibrator :
Considering working conditions, one vibrator
can consolidate 5.04 cum concrete in 1 hr.
Use rate of Vibrator / hr =
Hire charge of Vibrator / cum =
94.90
Total =
(A + B + C ) =
Rs1,468.91
Or Say
Rs146.89
Rs1,615.80 /cum
Rs1,615.80 /cum
Overhead charges @10% of (A+B+C)
-27-
Rs18.83
Rs133.20
26.
Cement concrete M15 grade with crushed granite coarse aggregate of size
40mm down graded mixed in batching and mixing plant including cost of all
materials, machineries and labour and transportation of mixed concrete within
initial lead of 1km by mechanical means and laying in dams, barrages, power
house and pen stock with all lifts/delifts upto 1.5m height above average
ground level as per direction of Engineer-in-charge. (Cost of transportation of
materials to be added)
Unit - Per 1 cum
A. Materials
i) Cost aggregates
40mm
20mm
10mm
ii) Sand
iii) Cement
iv) Admixtures (to be added if used)
v) Water cost (to be added if supply
mains not provided by the department)
0.54
0.27
0.09
0.45
2.70
cum
cum
cum
cum
qtl
@
@
@
@
@
Rs464.00
Rs638.00
Rs671.00
Rs29.00
Rs354.00
L.S.
L.S.
Total =
Rs250.56
Rs172.26
Rs60.39
Rs13.05
Rs955.80
Rs0.00
Rs2.50
Rs1,454.56
B. Labour charges
Same as per M10 concrete
Rs69.60
C. Hire charge of machineries :
Same as per M10 concrete
(A + B + C ) =
Rs133.20
Rs1,657.36
Or Say
Rs165.74
Rs1,823.10 /cum
Rs1,823.10 /cum
Overhead charges @10% of (A+B+C)=
27.
Cement concrete M15 grade with crushed granite coarse aggregate of size
20mm and down graded mixed in batching and mixing plant including cost of
all materials, machineries and labour and transportation of mixed concrete
within initial lead of 1km by mechanical means and laying in dams, barrages,
power house and pen stock with all lifts/delifts upto 1.5m height above
average ground level in respective blocks as per direction of Engineer-incharge. (Cost of transportation to be added)
Unit - Per 1 cum
A. Materials
i) Cost of 20mm down graded aggregate
20 mm down graded metal will contain
20mm
10mm
ii) Sand
iii) Cement
0.54 @
0.36 @
0.45 cum
2.88 qtl
-28-
@
@
Rs638.00
Rs671.00
Rs344.52
Rs241.56
Rs29.00
Rs13.05
Rs354.00 Rs1,019.52
iv) Admixtures (to be added if used)
v) Water cost (to be added if supply
mains not provided by the department)
L.S.
L.S.
Total =
Rs0.00
Rs2.50
Rs1,621.15
B. Labour charges for feeding materials, laying
cleaning and curing etc. :
Same as per M10 concrete
Rs69.60
C. Hire charge of machineries :
Same as per M10 concrete
(A + B + C ) =
Rs133.20
Rs1,823.95
Or Say
Rs182.40
Rs2,006.35 /cum
Rs2,006.40 /cum
Overhead charges @10% of (A+B+C)=
28.
Cement concrete M20 grade with crushed granite coarse aggregate of size
20mm and down graded mixed in batching and mixing plant including cost of
all materials, machineries and labour and transportation of mixed concrete
within initial lead of 1km by mechanical means and laying in dams, barrages,
power house and pen stock with all lifts/delifts upto 1.5m height above
average ground level in respective blocks as per direction of Engineer-incharge.
Unit - Per 1 cum
A. Materials
i) Cost of 20mm down graded aggregate
20mm
0.54 cum
10mm
0.36 cum
ii) Sand
0.45 cum
iii) Cement
3.47 qtl
iv) Admixtures (to be added if used)
v) Water cost (to be added if supply
mains not provided by the department)
@
@
@
@
Rs638.00
Rs344.52
Rs671.00
Rs241.56
Rs29.00
Rs13.05
Rs354.00 Rs1,228.38
L.S.
Rs0.00
L.S.
Total =
B. Labour charges :
Same as per M10 concrete
Rs69.60
C. Hire charge of machineries :
Same as per M10 concrete
(A + B + C ) =
Rs133.20
Rs2,032.81
Or Say
Rs203.28
Rs2,236.09 /cum
Rs2,236.10 /cum
Overhead charges @10% of (A+B+C+D)
29.
Rs2.50
Rs1,830.01
Providing porous cement concrete pipes of size 0.69m x 0.69m cross section
with 23cm dia holes with porous concrete 1:3.5 proportion with 20mm
downgraded coarse aggregate within initial lead and lift/ delift of 20m from
average N.S.L. of dam block including supply of all materials, shuttering
charges, labour charges including positioning in dam with curing complete as
per the direction of Engineer-in-charge.
-29-
Unit - 1 r.m.
Volume of porous concrete/m =
(0.69² - (pi/4) x 0.23²) =
0.435 cum.
A. Materials
i) Cost of 20mm down graded aggregate
0.435 cum
20 mm down graded metal will contain
20mm to 10mm (60%)
10mm to 6mm (40%)
Rate/cum = (638x0.60+671.00x0.400=
Rate for 0.435 cum
ii) Cement
iii) Water cost (to be added if supply
mains not provided by the department)
60% @
40% @
Rs638.00
Rs671.00
0.435 cum
@
Rs651.20
Rs651.20
Rs283.27
1.76 qtl
@
Rs354.00
Rs623.04
L.S.
Total =
Rs2.50
Rs908.81
B. Labour charges
i) Washing of aggregate :
Female Worker
0.15 nos.
@
Rs55.00
Rs8.25
ii) Feeding Mixer :
Male/Female Worker
0.15 nos.
@
Rs55.00
Rs8.25
iii) Shuttering :
Fitter/Carpenter
Male Worker
0.04 nos.
0.04 nos.
@
@
Rs85.00
Rs55.00
Rs3.40
Rs2.20
iv) Laying concrete, finishing, curing :
Mason Special
Male/Female Worker
0.05 nos.
0.25 nos.
@
@
Rs85.00
Rs55.00
Rs4.25
Rs13.75
@
@
Rs85.00
Rs55.00
Total =
Rs4.25
Rs41.25
Rs85.60
v) Conveyance of precast block to placement spot and
aligning & fixing :
Mason Special
0.05 nos.
Male/Female Worker
0.75 nos.
C. Shuttering Charges
One steel centring box and one M.S. pipe 23cm dia
can be used for 60 times and salvage value will
be 20% only.
The porous blocks shall be cast in 0.5m high pieces.
For one shutter of 0.5m height
a) M.S. angle 50x50x6mm
thick 7.6m @ 4.5 kg/m =
b) M.S. plate 2.3mm thick
(4x0.65x0.5) = 1.3 sqm
@ 18 kg/sqm
=
34.20 kg
23.40 kg
57.60 kg
-30-
Cost of 57.60 kg
Manufacturing cost with incidentals
for 57.60 kg
@
Rs30.64 Rs1,764.86
@
Cost of 23cm dia M.S. pipe of 0.5m =
Cost of one shutter =
Rs5.00
L.S.
Cost of 2 sets =
Deduct scrap value (20%) =
Rs200.00
Rs2,252.86
(-)
Cost /use for block of 1m height = 3604.58/60 =
D. Hire charge of mixer for
Rs4,505.72
Rs901.14
Rs3,604.58
Rs60.08
0.176 hr
Hire charge of mixer /hr =
Rs126.96
Hire charge of mixer /r.m. = 126.96 x 0.176=
Rs22.34
(A + B + C + D) =
Rs1,076.83
Overhead charges @10% of (A+B+C+D)
Or Say
30.
Rs288.00
Rs107.68
Rs1,184.51 /r.m.
Rs1,184.50 /r.m.
Flush pointing to stone masonry in cement mortar 1:3 including racking out
joints 5mm deep, cleaning, pressing cement mortar finishing and curing
including cost of materials, labour, scaffolding with initial lead and lift upto 10m
etc. complete as per the direction of Engineer-in-charge.
Unit - 1 sqm
A. Materials
i) Cement
ii) Sand
B. Labour charges
Mason Special
Male Worker
Female Worker
0.043 qtl
0.009 cum
@
@
Rs354.00
Rs29.00
Total =
Rs15.22
Rs0.26
Rs15.48
0.11 nos.
0.10 nos.
0.30 nos.
@
@
@
Rs85.00
Rs55.00
Rs55.00
Total =
Rs9.35
Rs5.50
Rs16.50
Rs31.35
C. Scaffolding Charges
3 % of Labour charges (C) =
Rs0.94
(A + B + C ) =
Rs47.77
Or Say
Rs4.78
Rs52.55 /sqm
Rs52.60 /sqm
Overhead charges @10% of (A+B+C)
31.
Rule pointing to stone masonry in cement mortar 1:3 including racking out
joints 5mm deep, cleaning, pressing cement mortar finishing and curing
including cost of materials, labour, scaffolding with initial lead and lift up to
10m etc. complete as per the direction of Engineer-in-charge.
-31-
Unit - 1 sqm
A. Materials
i) Cement
ii) Sand
0.0516 qtl
0.011 cum
@
@
Rs354.00
Rs29.00
Total =
Rs18.27
Rs0.32
Rs18.59
0.172 nos.
0.10 nos.
0.30 nos.
@
@
@
Rs85.00
Rs55.00
Rs55.00
Total =
Rs14.62
Rs5.50
Rs16.50
Rs36.62
B. Labour charges
Mason Special
Male Worker
Female Worker
C. Scaffolding Charges
3 % of Labour charges (C) =
Rs1.10
(A + B + C ) =
Rs56.31
Or Say
Rs5.63
Rs61.94 /sqm
Rs61.90 /sqm
Overhead charges @10% of (A+B+C)
32.
25mm thick (average) cement plaster in contraction joints in masonry dams in
cement mortar 1:3 including surface preparation by racking out joints etc.and
curing including cost of materials, labour, scaffolding with initial lead and lift up
to 10m etc.complete as per the direction of Engineer-in-charge.
Unit - 1 sqm
A. Materials
i) Cement
ii) Sand
B. Labour charges
Mason Special
Male Worker
Female Worker
0.145 qtl
0.026 cum
@
@
Rs354.00
Rs29.00
Total =
Rs51.33
Rs0.75
Rs52.08
0.18 nos.
0.15 nos.
0.11 nos.
@
@
@
Rs85.00
Rs55.00
Rs55.00
Total =
Rs15.30
Rs8.25
Rs6.05
Rs29.60
C. Scaffolding Charges
3 % of Labour charges (C) =
Rs0.89
(A + B + C ) =
Rs82.57
Or Say
Rs8.26
Rs90.83 /sqm
Rs90.80 /sqm
Overhead charges @10% of (A+B+C)
-32-
33.
Providing contraction joints of masonry and concete dams by installation of
two lines of Z-type copper sealing strips of 16 S.W.G (1.63mm thick)
excluding cost of copper strips, G.I. pipes of 20mm dia, fabrication, filling with
asphalt of approved grade complete, excluding cost of copper sheet as per
the direction of Engineer-in-charge. ( Any plastering or shuttering required for
groove or notch to be paid separately.)
Unit - 1 r.m.
A. Materials
i) Copper sheet 1.63mm thick 0.6m wide
2nos.x0.6x1.0x(1.63x8900)/1000 =
(Weight of copper 8900 kg/cum)
Brazing charges of copper strips at ends
17.41 kg
0.24 m
@
Rs50.00
Rs12.00
3.72 kg
2.00 m
@
@
Rs28.58
Rs55.00
L.S.
Total =
Rs106.32
Rs110.00
Rs120.00
Rs348.32
1.00 nos.
3.00 nos.
@
@
Rs85.00
Rs55.00
Total =
Rs85.00
Rs165.00
Rs250.00
(A + B ) =
Rs598.32
Or Say
Rs59.83
Rs658.15 /r.m.
Rs658.20 /r.m.
ii) 10mm dia M.S. rods for fixing copper
strips (2x4nos.x0.75mx0.62)
iii) Cost of 20mm diaG.I.Pipes 2m.
iv) Cost of Asphalt
B. Labour charges
Fitter Special
Male Worker
Overhead charges @10% of (A+B) =
34.
Providing contraction joint in the dam including fixing one line of Z-type copper
sealing strip of 16 SWG (1.63 mm thick) and one line of P.V.C. water stop of
approved design including fixing 20 mm dia G.I. pipes for heating and filling
with asphalt of approved grade but excluding cost of copper strip and P.V.C.
strip but including cost of all other materials complete including jointing sheets
with bredzing/araldite etc. as directed by the Engineer-in- Charge (Any
plastering or shuttering required for groove or notch to be paid separately).
Unit - 1 r.m.
A. Materials
i) Copper sheet 1.63mm thick 0.6mm wide
1 meter - 8.705 K.G
ii) P.V.C. water stop - 1 mtr
iii) Brazing copper sheet
0.60 mtr
@
Rs50.00
Rs30.00
3.72 kg
2.00 mtr
@
@
Rs28.58
Rs55.00
L.S.
Rs106.32
Rs110.00
Rs120.00
Rs366.32
iv) 10mm dia MS rods for fixing strips
v) 20mm dia G.I pipe
vi) Cost of Asphalt
-33-
B. Labour Charges
i) Fitter Special
ii) Male worker
0.80 nos
2.00 nos
@
@
Rs85.00
Rs55.00
(A + B ) =
Rs544.32
Or Say
Rs54.43
Rs598.75
Rs599.00 /1r.m.
Overhead charges @10% of (A+B) =
35.
Rs68.00
Rs110.00
Rs178.00
Providing P.V.C. water stop for drainage gallery as per approved design
including fixing in proper allignment and joining with araldite etc. excluding
cost of P.V.C water stop as directed by Engineer-in-Charge.
Unit 1 R.M.
A. Materials
i) Cost of P.V.C. water stop - 1 mtr.
ii) 10mm dia MS rods for supporting in position
2x2x0.75 = 3m @ 0.62 K.G/m =
1.86 kg
B. Labour Charges
i) Fitter Special
0.25 nos
ii) Male worker
0.50 nos
Rs0.00
@
1.86
28.58
@
@
Rs85.00
Rs55.00
(A + B ) =
Rs21.25
Rs27.50
Rs48.75
Rs101.91
Or Say
Rs10.19
Rs112.10
Rs112.10 /R.M.
Overhead charges @10% of (A+B) =
36.
Rs53.16
Providing rigid shuttering with the box type steel shuttering plates with keys for
intermediate construction joints in rafts of weirs, barrages and dam blocks
including cost of all materials, labour, T. & P. etc. complete as directed by the
Engineer-in-charge including removal of forms.
Unit- 1 cum of concrete / 1 sqm of shuttering
It is assumed that the concrete shall be laid in 0.5m layers in confined
areas of 15m x 10m. Considering two vertical faces of the confined area
require intermediate shuttering and two other faces is already available,
Area of shuttering =(15.00+10.00)x0.5 =
Zig zag faces
= 25 x 0.15 x 0.5 =
Volume of concrete = (15.00x10.00x0.5)=
A. Materials
a) Cost of shuttering boxes :Boxes of 1.00mx0.5mx0.5m having three faces shall be used with
50x50x6mm angles and 2.5mm plates.
M.S. Angles 50x50x6mm
-34-
12.50
1.88
14.38 sqm
75.00 cum
8.0m @ 4.5 kg/m =
M.S. plate 2.5mm thick
1 sqm @ 19.62 kg/sqm
36.00 kg
19.62 kg
55.62 kg
=
Structural Steel 55.62 kg
Fabrication charges for 55.62 kg
Fixing keys 25mm dia rod, 0.3m @ 3.85 kg/m
=
1.16 kg
Support Angle 50x50x6mm
1.0m @ 4.5 kg/m =
4.50 kg
@
@
Rs30.64 Rs1,704.20
Rs2.70
Rs150.17
Rs1,854.37
@
Rs15.00
Rs17.40
@
Rs30.64
Rs137.88
Fixing bolts and nuts 2nos. 16mm dia 5cm bolts
L.S.
Deduct scrap value after uses @ 20% =
Considering 70 uses, cost per use =
1610.12/70 =
For 25 nos. of shutters & fixtures =
23.00x25 =
Rs575.00
Rs75.00
Rs55.00
Total =
Rs75.00
Rs220.00
Rs295.00
(A+B)=
Rs870.00
B. Labour charges for fixing, removal etc.
Fitter
1.00 nos.
Male Worker
4.00 nos.
@
@
Overhead charges @10% of (A+B)
Rs23.00
Rs87.00
Rs957.00
1. Volume of Concrete =
Rate per cum of concrete =
75.00 cum
957.00 / 75 =
2. Area of Shuttering =
Rate per sqm =
37.
Rs3.00
Rs2,012.65
Rs402.53
Rs1,610.12
Or Say
Rs12.76
Rs12.80 /cum
14.38 sqm
957.00 / 14.38 =
Or Say
Rs66.57
Rs66.60 /sqm
Providing formwork for concrete with F1 finish for upstream faces of dam,
spillway, glacis of barrages, unexposed surfaces of foundation, block joints
etc.with steel shutters rigidly fixed and removal of forms and making good to
the surfaces where necessary complete with all labour, materials and T & P
complete as directed by the Engineer-in-charge.
Unit 1 sqm
A. Materials
I) Cost of steel shuttering plates and channels :
It is assumed that 1m x 1m size steel shuttering plates
manufactured by using 2.15 mm thick plates and 50 x 50
x 6mm angles shall be used with 100 x 50 x 6mm channels.
a) Cost of shutter plates :
-35-
M.S. Angles 50x50x6mm
8.0m @ 4.5 kg/m =
M.S. plate 2.15mm thick
1 sqm @ 16.89 kg/sqm
36.00 kg
16.89 kg
52.89 kg
=
Structural Steel 52.89 kg
Fabrication charges
52.89 kg
52.89 kg
@
@
Rs30.64 Rs1,620.55
Rs2.70
Rs142.80
Rs1,763.35
Rs88.17
Rs1,851.52
18.00 kg
@
Rs30.64
Miscellaeous & unforeseen @ 5% =
b) Cost of channel 100x50x6mm
2.0m @ 9.0 kg/m =
Deduct scrap value of shutter & channel
after use @ 20% of cost i.e.(52.89+18.00)x30.64x0.20 = (-)
Rs434.41
Rs1,968.63
Considering shutter & channel to be used
40 times for F1 finish cost per use =
Area covered = 1.0 x 1.1 =
Rs551.52
Rs2,403.04
1968.63/40 =
Rs49.22
1.10 sqm
Cost per 1 sqm =
Rs44.75
II) Cost of tie rods and anchors :
12 mm tie 1.5+0.15 =
1.65 m @ 0.89 kg/m =
1.47 kg
@
Cost of gas electrode, nut bolt, oil etc. =
L.S.
B. Labour Charges
One gang consisting of 1 Fitter (special), one
Fitter, 5 male workers and one welder can fix
and align 10 nos. of shutters in one day having
formed area of 10 x 1.1 =
Fitter Special
Fitter
Male Worker
Welder
For Dismatling :
Male Worker
Rs28.58
1.00
1.00
5.00
1.00
Rs42.01
Rs10.00
Rs96.76
11.00 sqm
nos.
nos.
nos.
nos.
@
@
@
@
Rs85.00
Rs75.00
Rs55.00
Rs75.00
Rs85.00
Rs75.00
Rs275.00
Rs75.00
3.00 nos.
@
Rs55.00
Total =
Rs165.00
Rs675.00
Labour cost/sqm = 675.00/11.00 =
Add for Hoisting and Scaffolding @ 20% of labour =
Rs61.36
Rs12.27
Rs73.63
(A+B)=
Rs170.39
Or Say
Rs17.04
Rs187.43
Rs187.40 /sqm
Overhead charges @10% of (A+B)
-36-
38.
Providing formwork for concrete with F2 finish for all permanently exposed
surfaces not prominently exposed to public view such as in galleries, adits,
bridges, retaining walls, open spillways etc. with steel shutters or plywood
shutters including supply of rigid tie and supports with all labour, materials and
T & P complete including finishing complete as directed by the Engineer-incharge (abrupt surface irregularities over 5mm and gradual over 10mm
measured with 1.5m template is not permitted).
Unit 1 sqm
A. Materials
Assuming use of steel shuttering plates of 1m x 1m with channel supports
I) Cost of steel shutter 1m x 1m size with 50 x 50 x 6mm angles and 3.15mm plates:
a) Cost of shutter plates :
Weight of M.S. Angles
8.0m @ 4.5 kg/m =
Weight of M.S. plate
1 sqm @ 24.75 kg/sqm =
36.00 kg
Structural Steel
Fabrication charges
24.75
60.75
60.75
60.75
kg
kg
kg
kg
@
@
Rs30.64 Rs1,861.38
Rs2.70
Rs164.03
Rs2,025.41
b) Cost of channel 150x75x6mm
2.0m @ 14.15 kg/m =
28.30 kg
@
Rs30.64
Deduct scrap value of shutter & channel
after use @ 20% of cost i.e.(60.75+28.30)x30.64x0.20 = (-)
Rs545.70
Rs2,346.82
Considering shutter & channel to be used
35 times for F2 finish cost per use =
Area covered = 1.0 x 1.15 =
Rs867.11
Rs2,892.52
2346.82/35 =
Rs67.05
1.15 sqm
Cost per 1 sqm =
Rs58.30
II) Cost of tie rods and anchors :
(Same As F1 finish)
Rs42.01
Cost of gas electrode, nut bolt, oil etc. =
L.S.
Rs10.00
Rs110.31
B. Labour Charges
Data for fixing 10 shutters :
Fitter Special
Fitter
Male Worker
Welder
For Dismatling :
Male Worker
Area of shuttering =
1.00
1.00
6.00
1.00
nos.
nos.
nos.
nos.
@
@
@
@
Rs85.00
Rs75.00
Rs55.00
Rs75.00
Rs85.00
Rs75.00
Rs330.00
Rs75.00
3.00 nos.
@
Rs55.00
Total =
Rs165.00
Rs730.00
10 x 1.15 =
Labour per 1 sqm =
-37-
11.50 sqm
Rs63.48
Add for Hoisting and Scaffolding @ 20% of labour =
Rs12.70
Rs76.18
Rs1.00
Rs77.18
Add for finishing tie holes and exposed metals etc. = L.S. =
(A+B)=
Rs187.49
Or Say
Rs18.75
Rs206.24
Rs206.20 /sqm
Overhead charges @10% of (A+B)=
39.
Providing formwork for concrete with F2 finish for all permannetly exposed
surfaces not prominently exposed to public view such as in bucket, ogee, pier
noses and other curved surfaces with steel shuttering plates including supply
of rigid ties and supports with all labour, materials and T & P including
finishing complete as directed by the Engineer-in-charge.(abrupt surface
irregularities over 5mm and gradual over 10mm measured with 1.5m templete
is not permitted).
Unit 1 sqm
A. Materials
Assuming use of steel shuttering plates of 1m x 1m
with channel supports,
I) Cost of structural steel for 1m x 1m size with 50 x 50 x 6mm
angles and 3.15mm plates :
a) Cost of shutter plates :
Weight of M.S. Angles
8.0m @ 4.5 kg/m =
Weight of M.S. plate
1 sqm @ 24.75 kg/sqm =
36.00 kg
24.75 kg
60.75 kg
Structural Steel 60.75 kg
Fabrication charges for
curved plates
@
60.75 kg
@
Rs2.70
Rs164.03
Rs2,025.41
b) Cost of channel 150x75x6mm
2.0m @ 14.15 kg/m =
Bending & drilling holes
28.30 kg
28.30 kg
@
@
Rs30.64
Rs2.50
Rs867.11
Rs70.75
Rs2,963.27
Deduct scrap value of shutter & channel
after use @ 20% of cost i.e.(60.75+28.30)x30.64x0.20 =
Rs30.64 Rs1,861.38
(-)
Net Cost
Considering shutter & channel to be used
30 times for F2 finish cost per use =
Area covered = 1.0 x 1.15 =
-38-
Rs545.70
Rs2,417.57
2417.57/30 =
Rs80.59
1.15 sqm
Cost per 1 sqm =
Rs70.08
II) Cost of tie rods and anchors :
(Same As F1 finish)
Rs42.01
Cost of gas electrode, nut bolt, oil etc. =
L.S.
Rs10.00
Rs122.09
B. Labour Charges
Same as item F2 finish
Rs77.18
(A+B)=
Rs199.27
Or Say
Rs19.93
Rs219.20
Rs219.20 /sqm
Overhead charges @10% of (A+B)
40.
Providing Blockouts in concrete for fixing embedded parts in gate grooves and
other embedments for dams and barrages etc. with wooden planks with cost
of all materials labour charges, T & P etc complete including fixing anchor
rods complete as directed by the Engineer-in-charge.(Cost of anchor bars to
be paid separately)
Unit 1 sq.mtr.
Considering a block out of 0.6m x 0.4m x 12m long
as representative one.
Area of shuttering = 2 x 0.4 x 12 =
1 x 0.6 x 12 =
9.60 sqm
7.20 sqm
16.80 sqm
Total
A. Materials
i) Non sal planks 19 mm thick
2 x 0.45 x 12 x 0.019 =
ii)Non sal scantling
1 x 0.56 x 12 x 0.019 =
2 x 13 x 0.45 x 0.032 x .025 =
1 x 13 x 0.56 x 0.032 x .025 =
2 x 13 x 0.50 x 0.032 x .032 =
0.205
Add wastage 10 %
Cost =
0.397 cum
iii) Cost of nails @ 2 %
iv) Cost of M.S.rod suppports 12mm dia
2 x 13 x 0.3 =
@ 0.89 kg/m =
Cost =
6.940 kg
v) Welding & fixing charges @ 15 % of rod cost
B. Labour charge
i) Carpenter special
ii) Male Worker
iii)Black smith special
4.00 nos.
5.00 nos.
1.00 nos.
C.Add for staging @ 20% of labour charge
-39-
@
0.128
0.009
0.006
0.013
0.361 cum
0.036
0.397 cum
Rs14,548.00 Rs5,775.56
Rs115.51
7.80 m
6.94 kg
@
@
@
@
28.58
Rs198.35
Rs29.75
Rs6,119.17
Rs85.00
Rs55.00
Rs85.00
Total =
Rs340.00
Rs275.00
Rs85.00
Rs700.00
140.00
(A+B+C)=
Rs6,959.17
Or Say
Rs695.92
Rs7,655.09
Rs455.66
Rs455.70 /sqm
Overhead charges @10% of (A+B+C)
Rate/sqm = Rs.7655.09/16.80 =
41.
Supplying,Manufacturing & Fixing Embedded parts in concrete including
anchoring and Placing in specified positions including supply of all materials,
Labour, T&P etc. for manufacturing embedded parts as per design and fixing
in position in proper alignment by welding rigidly to reinforcement as direted by
Engineer-in-charge.
Unit 1 quintal
a) Manufacturing embedded parts
Data for one embedded parts of 0.15m x 0.1m x 12mm
thick plate and 20mm dia anchor 2 nos each of
length 0.4m cranked & welded.
A. Materials
i) 12mm thick M.S. plate
1 x 0.15 x 0.1 =
@ 94.2 kg/sqm =
Add wastage 3 %
0.015
1.413
0.042
1.455
Cost =
1.455 kg
ii) 20mm dia R.T.S. rod
2 x 0.4 =
@ 2.46 kg/m =
Add wastage 3 %
Cost =
2.03 kg
3.485 kg
iii) Fabricaton charge for (1.455+2.0
@
30.64
sqm
kg
kg
kg
Rs44.58
0.80 m
1.97 kg
0.06 kg
-------------------2.03
@
28.58
Rs57.99
@
Rs2.70
Total
Rs9.41
Rs111.98
Rate per quintal = Rs.111.98x100/3.485 =
Rs3,213.20
Prime cost/qntl =
Overhead charges @10%
Rs3,213.20
Rs321.32
Rs3,534.52
Rs3,534.50 /qntl
Or Say
b) Alignment and fixing in position
Considering 24 nos.of Embeded parts
weighing 24 x 3.485 =
=
Labour charge
i)Fitter for alignment
ii) Welder
1.00 nos.
1.00 nos.
-40-
@
@
83.64 kg
0.8364 qntl
Rs85.00
Rs75.00
Rs85.00
Rs75.00
ii) Male Worker
3.00 nos.
Consumable, Supports & Machinery
i) Electrodes
24.00 nos.
ii) Support rods 12 mm dia
2 x 24 x 0.25 =
12.00
@ 0.89 kg/m =
10.68
Cost =
10.680 kg
iii) Welding transformer charges 6 hours
6.00 hrs
@
Rs55.00
Total =
Rs165.00
Rs325.00
@
Rs4.30
Rs103.20
m
kg
@
28.58
Rs305.23
@
Rs79.47
Rs476.79
Prime Cost =
Rs1,210.22
Overhead charges @10%
Rs121.02
Rs1,331.24
Rate/sqm = Rs.1331.24/0.8364 =
Rs1,591.63
Rs1,591.60 /qntl
Or Say
Rate for supplying & fixing embedded parts complete =
= Rs.3534.50 + 1591.60 =
42.
Rs5,126.10 /qntl
Manufacturing 400mm dia vent pipes from 3.15mm thick M.S. plates and
embeding the same in concrete or masonry in dam including necessary
supporting arrangement before embedment complete as directed by the
Engineer-in-charge.
Unit 1 mtr.
A. Materials
i) Cost of M.S. plate =
3.14 x 0.4 x 1.0 =
3.15mm thick plate @ 24.73 kg/cum =
Cost =
31.160 kg
ii) Manufacturing Cost
iii) Cost of fixtures and suppports
and welding materials at site
31.160 kg
@
1.26 kg
31.16 kg
Rs30.64
Rs954.74
@
Rs4.00
L.S.
B. Labour charge
i) Welder
ii) Fitter
iii)Male worker
0.25 nos.
0.25 nos.
0.50 nos.
@
@
@
Rs75.00
Rs75.00
Rs55.00
Total =
Rs10.00
Rs1,089.38
Rs18.75
Rs18.75
Rs27.50
Rs65.00
(A+B)=
Rs1,154.38
Or Say
Rs115.44
Rs1,269.82
Rs1,269.80 /1r.m.
Overhead charges @10% of (A+B)
-41-
Rs124.64
43.
Providing and laying cement concrete of grade M15 with 20mm.down graded
granite coarse aggregate for concrete lining to the bed and slopes of canal
with sleeper beams, keys etc.in pannels including supply of all materials,
labour and machineries compacting with space vibrator or manually and
finishing the concrete surface including trimming and dressing of canal bed
and slopes including cutting trenches for sleeper beam, keys and drainage
etc.including watering and compaction of slopes and bed with hand rammers
to proper profile and supplying and laying polythene film of 100 micron
complete as directed by the Engineer-in-charge.
Unit 1 cum
A. Materials
(i) Coarse Aggregate
20mm
10mm
(ii) Sand
(iii) Cement
0.54
0.36
0.45
2.88
cum
cum
cum
qntl
@
@
@
@
Rs638.00
Rs344.52
Rs671.00
Rs241.56
Rs29.00
Rs13.05
Rs354.00 Rs1,019.52
Total =
Rs1,618.65
B. Labour charges
i) Mate
ii) Mason
iii)Male worker
0.06 nos.
0.10 nos.
1.33 nos.
@
@
@
Rs65.00
Rs85.00
Rs55.00
Total =
Rs3.73
Rs8.50
Rs73.33
Rs85.56
C. Hire charges of machineries
Concrete mixture
Generator
0.40 hrs
0.40 hrs
@
@
161.27
386.48
Rs64.51
Rs154.59
Rs219.10
Rs1,923.31
(A + B + C ) =
D.Formwork @ 4% of (A+B+C)
Rs76.93
E. Labour charges for trimming
(Assume 10sqm of triming for 1 cum of lining)
Male worker
0.20 Nos
Cost of polythene film
100 micron
10.00 sqm
@
Rs55.00
Rs11.00
@
Rs1.50
Rs15.00
Rs26.00
Overhead charges @10% of (A+B+C+D+E)=
Total =
Or say
Rs202.62
Rs2,254.86 /cum
Rs2,254.90 /cum
----------------------------------------------------------------------------------------------------------------------------------------------
-42-
III. CONCRETE
Quantity
Sl.
Description
required
No.
1
2
3
1 Grinding lime mortar (Labour only)per 1 cum
Pair of bullocks or buffaloes with plough man
a. labour
Man mulia
Women mulia
b. Overhead Charges @ 10 % on (a)
c. 2% Sundries & T & P on item (a) etc.
Total = (a+b+c)=
0.71 pair
2.12 nos
-
Unit
4
Rate
Rs. P
5
pair
each
-
85.00
55.00
Say
Concrete with broken stones in lime mortar (1:2)
with 4cm size metal per 1 Cum
a. Materials
Hand broken granite stone 4cm size
Lime (ghooting)unslaked
Sand (screened & washed)
T&P
(as in item 1)
b. Labour
Mason second class
Man mulia
Women mulia
c. Overhead Charges @ 10 % (a+b)
Total = (a+b+c) =
Amount
Rs. P
6
Remarks
7
60.35
116.60
17.70
3.54
198.19
198.20 / cum
2
0.96
0.18
0.36
0.36
cum
cum
cum
cum
cum
cum
cum
cum
356.00
1720.00
29.00
176.95
0.18
1.8
1.4
no
nos
nos
each
each
each
75.00
55.00
55.00
Say
Cement concrete (1:3:6)with 4cm size hard
granite metal per 1cum
a. Materials
Hand broken granite stone 4cm size
Sand (screened & washed)
Cement
341.76
309.60
10.44
63.70
13.50
99.00
77.00
91.50
1006.50
1006.50 / cum
3
b. Labour
Labour same as per item no 2
Man mulia for mixing stone, sand and cement
and getting water
c. Overhead Charges @ 10 % on (a+b)
Total = (a+b+c) =
0.96
0.48
0.16
2.29
cum
cum
cum
cum
cum
cum
quintal quintal
356.00
29.00
341.76
13.92
341.00
780.89
189.50
0.70
no
each
55.00
Say
Cement concrete (1:4:8)with 4cm size hard
granite metal per 1cum
a. Materials
Hand broken granite stone 4cm size
Sand (screened & washed)
Cement
38.50
136.46
1501.03
1501.00 / cum
4
b. Labour
Labour same as per item no 2
Man mulia for mixing stone, sand and cement
and getting water
0.96
0.48
0.12
1.72
cum
cum
cum
quintal
cum
cum
cum
quintal
356.00
29.00
341.76
13.92
341.00
586.52
189.50
0.70
-43-
no
each
55.00
38.50
Quantity
required
3
Sl.
Description
No.
1
2
c. Overhead Charges @ 10 % on (a+b)
Total = (a+b+c) =
Unit
4
Rate
Rs. P
5
Say
Cement concrete (1:5:10)with 4cm size hard
granite metal per 1cum
a. Materials
Hand broken granite stone 4cm size
Sand (screened & washed)
Cement
Amount
Remarks
Rs. P
6
7
117.02
1287.22
1287.20 / cum
5
b. Labour
Labour same as per item 2
Man mulia for mixing stone, sand and cement
and getting water
c. Overhead Charges @ 10 % on (a+b)
Total = (a+b+c) =
0.96
0.48
0.096
1.38
cum
cum
cum
quintal
cum
cum
cum
quintal
356.00
29.00
341.76
13.92
341.00
470.58
189.50
0.70 no
each
55.00
Say
Cement concrete (1:6:12)with 4cm size hard
granite metal per 1cum
a. Materials
Hand broken granite stone 4cm size
Sand (screened & washed)
Cement
38.50
105.43
1159.69
1159.70 / cum
6
0.96
0.48
0.08
1.15
b. Labour
Labour same as per item 2
Man mulia for mixing stone, sand and cement
and getting water
c. Overhead Charges @ 10 % on (a+b)
Total = (a+b+c) =
cum
cum
cum
cum
cum
cum
quintal quintal
356.00
29.00
341.76
13.92
341.00
392.15
189.50
0.70
no
each
55.00
Say
Cement concrete (1:2:4)with 12mm size hard
broken granite chips per 1cum
a. Materials
Hand broken granite chips
12mm size
Sand (screened & washed)
Cement
38.50
97.58
1073.41
1073.40 / cum
7
0.90
0.45
0.225
3.23
b. Labour
Labour same as per item 2
Man mulia for mixing stone, sand and cement
and getting water
Mason 2nd class
c. Overhead Charges @ 10 % on (a+b)
Total = (a+b+c) =
cum
cum
cum
cum
cum
cum
quintal quintal
494.00
29.00
444.60
13.05
341.00
1101.43
189.50
1.40
0.50
nos
no
each
each
55.00
75.00
Say
-44-
77.00
37.50
186.31
2049.39
2049.40 / cum
Sl.
Description
No.
1
2
8 Cement concrete (1:2 1/2:5)with 12mm size hard
broken granite chips per 1cum
a. Materials
Hand broken granite chips
12mm size
Sand (screened & washed)
Cement
b. Labour
Labour same as per item 2
Man mulia for mixing stone, sand and cement
and getting water
Mason 2nd class
c. Overhead Charges @ 10 % on (a+b)
Total = (a+b+c) =
Quantity
required
3
0.90
0.45
0.18
2.58
Unit
4
cum
cum
cum
cum
cum
cum
quintal quintal
Rate
Rs. P
5
Amount
Rs. P
6
494.00
29.00
444.60
13.05
341.00
879.78
Remarks
7
189.50
1.40
0.50
nos
no
each
each
55.00
75.00
Say
Cement concrete (1:3:6)with 12mm size hard
broken granite chips per 1cum
a. Materials
Hand broken granite chips
12mm size
Sand (screened & washed)
Cement
77.00
37.50
164.14
1805.57
1805.60 / cum
9
0.90
0.45
0.15
2.15
b. Labour
Labour same as per item 2
Man mulia for mixing stone, sand and cement
and getting water
Mason 2nd class
c. Overhead Charges @ 10 % on (a+b)
Total = (a+b+c) =
cum
cum
cum
cum
cum
cum
quintal quintal
494.00
29.00
444.60
13.05
341.00
733.15
189.50
1.40
0.50
nos
no
each
each
55.00
75.00
Say
77.00
37.50
149.48
1644.28
1644.30 / cum
10 Grouting approns and revetment 23cm deep with
cement concrete (1:4:8) with 2.5cm broken
granite metal per 1sqm.
a. Cement concrete (1:4:8) excluding 10 %
OHC
(Item No-4)
b. Add difference in cost of hand broken granite
stone metal 4 cm to 2.5 cm
(Rs. 385.00 - Rs. 356.00)=Rs.29.00
c. Extra Labour
Mason (special)
Man Mulia
Women mulia
d Overhead Charges @ 10 % on (a+b+c)
Total = (a+b+c+d) =
0.03 cum
cum
1170.20
35.11
0.03 cum
cum
29.00
0.87
0.05
0.11
0.11
each
each
each
85.00
55.00
55.00
no
no
no
Say
-45-
4.25
6.05
6.05
5.23
57.56
57.60 / sqm
Sl.
Description
No.
1
2
11 Grouting approns and revetment 15cm deep with
cement concrete (1:4:8) with 2.5cm broken
Quantity
required
3
Unit
4
Rate
Rs. P
5
granite metal per 1sqm.
Take 2/3rd rate of item No. 10
Amount
Rs. P
6
Remarks
7
Total=
Say
38.40
38.40
38.40 / sqm
12 Grouting approns and revetment 23cm deep with
concrete broken stone in lime mortar (1:2) with
2.5cm broken granite metal per 1sqm.
a. Lime concrete (rate as per item 2 excluding 10
% OHC )
b. Add different in cost of metal
4 cm to 2.5cm
(Rs. 385.00 - Rs. 356.00)=Rs.29.00
c. Extra labour
Mason (special)
Man Mulia
Women mulia
d Overhead Charges @ 10 % on (a+b+c)
Total = (a+b+c+d) =
0.038 cum
cum
915.00
34.77
0.038 cum
cum
29.00
1.10
each
each
each
85.00
55.00
55.00
0.05
0.11
0.11
no
no
no
Say
4.25
6.05
6.05
5.22
57.44
57.40 / sqm
Total=
Say
38.27
38.27
38.30 / sqm
13 Grouting approns and revetment 15cm deep with
concrete broken stone in lime mortar (1:2) with
2.5cm broken granite metal per 1sqm.
Rate 2/3rd of item No. 12
14 Cement plum concrete (1:2:4) with 4cm size
hard granite metal with 15% plum stones
(granite) per 1cum.
a. Rate as per cement concrete 1:4:8 (vide item
No.4 excluding 10 % OHC )
b. Add extra cost of cement for 1:2:4 proportion
c. Deduct-15% cost from the rate towards plums
d. Add for cost of plums (Not less than 0.0025
e. Extra labour for hoisting or lowering the
stones and placing in position
f. Overhead Charges @ 10 % on (a+b-c+d+e)
Total = (a+b-c+d+e+f)=
1.00 cum
cum
0.12 cum
cum
1.72 quintal quintal
1170.20
1170.20
341.00
586.52
-263.51
22.20
0.15 cum
cum
148.00
0.08
each
55.00
no
Say
-46-
4.40
151.98
1671.79
1671.80 / cum
Sl.
Description
No.
1
2
15 Cement plum concrete (1:3:6) with 4cm size
hard granite metal with 15% plum stones
(granite) per 1cum.
a. Rate as per cement concrete 1:3:6 with 4cm
metal rate as per item 3 excluding 10 % OHC
b. Deduct-15% cost from the rate towards plums
c. Add extra cost of plums and labour for
placing (as in item 14)
d. Overhead Charges @ 10 % on (a-b+c)
Total = (a-b+c+d)
Quantity
required
3
1.00 cum
Unit
4
cum
Rate
Rs. P
5
1364.57
Total
Say
16 Cement plum concrete (1:4:8) with 4cm size
hard granite metal with 15% plum stones granite
per 1cum.
a. Rate of concrete item 4 excluding 10 % OHC
b. Deduct-15% cost from the rate towards plums
c. Add extra cost of plums and labour for
placing (as in item 14) I
d. Overhead Charges @ 10 % on (a-b+c)
Total = (a-b+c+d)
1.00
cum
1170.20
Total
Say
Amount
Rs. P
6
Remarks
7
1364.57
-204.69
26.60
118.65
1305.13
1305.10 / cum
1170.20
-175.53
26.60
102.13
1123.40
1123.40 / cum
17 2.5 cm thick grading concrete (1:2:2) on roof
slab with 6mm size hard granite chips. On new
work per 1 sqm.
a. Materials.
4.7 mm size hard granite chips
sand (screened & washed).
Cement
0.0169
0.0169
0.0085
0.1208
b. Labour
Mason (special)
Man Mulia
man mulia for mixing chips,sand and cement
c. Overhead Charges @ 10 % on (a+b)
Total = (a+b+c)
0.10
0.33
0.03
cum
cum
cum
cum
cum
cum
quintal quintal
no
no
no
each
each
each
424.00
29.00
7.17
0.49
341.00
41.19
85.00
55.00
55.00
Total=
Say
-47-
8.50
18.15
1.65
7.71
84.86
84.90 / sqm
Sl.
Description
No.
1
2
18 4 cm thick grading concrete (1:2:4) on roof slab
Quantity
required
3
Unit
4
Rate
Rs. P
5
Amount
Rs. P
6
Remarks
7
with 12mm & down grade size black hard granite
chips for old work.
Per 1 Sqm
a. Materials.
Hand broken granite chips
12mm size
4.7 mm size
Sand (screened & washed).
Cement
0.018
0.018
0.018
0.009
0.1287
b. Labour
Mason (special)
Man Mulia
Man mulia for mixing chips,sand and cement
c. Overhead Charges @ 10 % on (a+b)
Total = (a+b+c)=
0.165
0.528
0.48
cum
cum
cum
cum
cum
cum
cum
cum
quintal quintal
no
no
no
each
each
each
494.00
424.00
29.00
8.89
7.63
0.52
341.00
43.89
85.00
55.00
55.00
Total=
Say
14.03
29.04
26.40
13.04
143.44
143.40 / sqm
Note :
(i) If more than 15% of plums are used in cement concrete similar analysis based on the
respective percentage of plums is to be worked out:
(ii) If variation of size and nature of metal or stone is involved due to change in specification
of items, the difference of cost of such metal or stone should be taken in to consideration
and rate arrived at
(iii) If stone lime is used in the work add difference in cost of lime to the respective items of
works
(iv) The rates have been arrived using hand broken metal & chips and if crusher broken metal & chips
are used, the difference in cost should be added to arrive at the finished rates
(v) For C.C. work in 1st floor and subsequent upper floor add 15% extra labour over and
above the rates from the next lower floor.
(vi) For cement concrete work below ground level beyond 1.5m and upto 4.5m depth add
15per cent extra labour over and above the rates of the respective items for lowering
the materials.
(vii) For cement concrete work below ground level beyond 4.5m and upto 7.5m depth add
20% extra labour over and above the rates of the respective items for lowering the
materials.
(viii) 10% excess on the above rates will be allowed in the works being executed inside jail
premises
-48-
IV R.C.C WORK
Quantity
Sl.
Description
Unit
required
No.
1
2
3
4
1 Cement concrete (1:2:4) with 12mm size
Rate
Rs. P
Amount
Rs. P
Remarks
5
6
7
broken hard granite chips for R.C.C. works
including hoisting and laying per 1 cum
(To be used for minor repair work only)
a) cement concrete with 12mm size hard broken
granite chips (rate as per item7 of concrete)
b) Overhead Charges @ 10 % on (a)
Total (a+b)
1.00
cum
cum
Say
1863.08
186.31
2049.39
2049.40 / cum
2 Cement concrete (1:11/2:3) with 12mm size
broken hard granite chips for R.C.C. works
including hoisting and lying per 1cum
(To be used for minor repair work only)
a) Materials
Hand broken granite chips 12mm size
Sand (screened & washed)
Cement
b) Labour
Mason 2nd class
Man Mulia
Women mulia
Man mulia for mixing stone, sand
cement and getting water
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c)
0.90
0.45
0.30
4.29
and
cum
cum
cum
cum
cum
cum
qntl. quintal
494.00
29.00
444.60
13.05
341.00
1462.89
0.68 no
1.8 nos
1.4 nos
each
each
each
75.00
55.00
55.00
51.00
99.00
77.00
1.4 nos
each
55.00
77.00
Say
3
222.45
2446.99
2447.00 / cum
R.C.C. work of M-15 grade with 20mm and
down
grade
black
hard
granite
(crusherbroken) stone chips including
hoisting and laying
Data for 1 cum
a) Material
20mm size chips
10mm size chips
coarse sand (screened and washed
Cement
b) Labour
Mate
Mason 2nd class
Man Mulia
c) Machinery
Concrete mixer
Generator 33 KVA
d) Overhead Charges @ 10 % on (a+b+c)
Total (a+b+c+d)
0.54
0.36
0.45
2.80
cum
cum
cum
cum
cum
cum
qntl. quintal
638.00
671.00
29.00
341.00
344.52
241.56
13.05
954.80
3.90
7.50
73.15
0.06 no
0.10 no
1.33 nos
each
each
each
65.00
75.00
55.00
0.40 hour
0.40 hour
hour
hour
161.00
240.00
Say
-49-
64.40
96.00
179.89
1978.77
1978.80 / cum
Sl.
Description
No.
1
2
4 R.C.C. work of M-20 grade with 20mm and
down
grade
black
hard
granite
(crusherbroken) stone chips including
hoisting and laying
Data for 15 cum
a) Material
20 mm size chips
10mm size chips
coarse sand (screened and washed)
Cement
b) Labour
Mate
Mason 2nd class
Man Mulia
c) Machinery
Concrete mixer(cap. 0.40/0.28 cum)
Generator 33 KVA
d) Overhead Charges @ 10 % on (a+b+c)
Cost of 15 cum = (a+b+c+d) =
Rate per cum=(a+b+c+d)/15
Quantity
required
3
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
638.00
671.00
5167.80
3623.40
8.10 cum
5.40 cum
cum
cum
6.75 cum
cum
29.00
195.75
5.21 MT
MT
3,410.00
17766.10
0.86 no
1.50 nos
20.00 nos
each
each
each
65.00
75.00
55.00
55.90
112.50
1100.00
6.00 hour
6.00 hour
hour
hour
161.00
240.00
Say
5 R.C.C. work of M-25 grade with 20mm and
down
grade
black
hard
granite
(crusherbroken) stone chips including
hoisting and laying
Data for 15 cum
a) Material
20 mm size chips
10mm size chips
coarse sand (screened and washed)
Cement
b) Labour
Mate
Mason 2nd class
Man Mulia
c) Machinery
Concrete mixer(cap. 0.40/0.28 cum)
Generator 33 KVA
d) Overhead Charges @ 10 % on (a+b+c)
Cost of 15 cum =(a+b+c+d)=
Rate per cum=(a+b+c+d)/15
8.10
5.40
6.75
6.05
966.00
1440.00
3042.75
33470.20
2231.35
2231.30 / cum
cum
cum
cum
MT
cum
cum
cum
MT
638.00
671.00
29.00
3,410.00
5167.80
3623.40
195.75
20630.50
0.86 no
1.50 nos
20.00 nos
each
each
each
65.00
75.00
55.00
55.90
112.50
1100.00
6.00 hour
6.00 hour
hour
hour
161.00
240.00
Say
Say
-50-
966.00
1440.00
3329.19
36621.04 / cum
2441.40
2441.40 / cum
Sl.
Description
No.
1
2
6 R.C.C. work of M-30 grade with 20mm and
down
grade
black
hard
granite
(crusherbroken) stone chips including
hoisting and laying
Data for 15 cum
a) Material
20 mm size chips
10mm size chips
coarse sand (screened and washed)
Cement
b) Labour
Mate
Mason 2nd class
Man Mulia
c) Machinery
Concrete mixer(cap. 0.40/0.28 cum)
Generator 33 KVA
d) Overhead Charges @ 10 % on (a+b+c)
Cost of 15 cum =a+b+c+d=
Rate per cum=(a+b+c+d)/15
Quantity
required
3
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
8.10
5.40
6.75
6.10
cum
cum
cum
MT
cum
cum
cum
MT
638.00
671.00
29.00
3,410.00
5167.80
3623.40
195.75
20801.00
0.86
1.50
20.00
no
nos
nos
each
each
each
65.00
75.00
55.00
55.90
112.50
1100.00
6.00 hour
6.00 hour
hour
hour
161.00
240.00
Say
Say
7 R.C.C. work of M-35 grade with 20mm and
down
grade
black
hard
granite
(crusherbroken) stone chips including
hoisting and laying
Data for 15 cum
a) Material
20 mm size chips
10mm size chips
coarse sand (screened and washed)
Cement
b) Labour
Mate
Mason 2nd class
Man Mulia
c) Machinery
Concrete mixer(cap. 0.40/0.28 cum)
Generator 33 KVA
d) Overhead Charges 10 % (a+b+c)
Cost of 15 cum =a+b+c+d=
Rate per cum=(a+b+c+d)/15
966.00
1440.00
3346.24
36808.59
2453.91
2453.90 / cum
8.10
5.40
6.75
6.33
cum
cum
cum
MT
cum
cum
cum
MT
638.00
671.00
29.00
3,410.00
5167.80
3623.40
195.75
21585.30
0.86
1.50
20.00
no
nos
nos
each
each
each
65.00
75.00
55.00
55.90
112.50
1100.00
6.00 hour
6.00 hour
hour
hour
161.00
240.00
Say
Say
-51-
966.00
1440.00
3424.67
37671.32 / cum
2511.42
2511.40 / cum
Sl.
Description
No.
1
2
8 R.C.C. work of M-40 grade with 20mm and
down
grade
black
hard
granite
(crusherbroken) stone chips including
hoisting and laying
Using concrete mixer.
Unit = 1 cum
Taking output = 15 cum
a) Material
Cement
Coarse sand
20 mm Aggregate
10 mm Aggregate
Admixture @ 0.4 per cent of cement
b) Labour
Mate
Mason 2nd class
Mulia unskilled
c) Machinery
Concrete mixer (cap. 0.40/0.28 cum)
Generator 33 KVA
d) Overhead Charges 10 % (a+b+c)
Cost of 15 cum =a+b+c+d=
Rate per cum=(a+b+c+d)/15
Quantity
required
3
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
6.45 MT
6.75 cum
8.10 cum
5.40 cum
25.80 kg
MT
cum
cum
cum
kg
3410.00
29.00
638.00
671.00
40.00
21994.50
195.75
5167.80
3623.40
1032.00
0.96
2.00
22.00
no
nos
nos
each
each
each
65.00
75.00
55.00
62.40
150.00
1210.00
6.00 hour
6.00 hour
hour
hour
161.00
240.00
Say
Say
966.00
1440.00
3584.19
39426.04 / cum
2628.40
2628.40 / cum
9 (A) Supplying ,fitting and placing uncoated
HYSD bar reinforcement complete as per
drawing and technical specification.
Unit - 1 MT
Taking Output = 1 MT
a) Material
HYSD bars including 5 percent overlaps and
wastage
Binding wire
b) Labour
Labour for cutting ,bending, shifting to site,
tying and placing in position
Mate
Blacksmith (special)
Man mulia
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c)
Rate per MT
Rate per 1 Quintal
1.05 MT
MT
28,817.00
30257.85
8.00 kg
kg
39.00
312.00
0.44 no
3.00 nos
8.00 nos
each
each
each
65.00
85.00
55.00
28.60
255.00
440.00
3129.35
34422.80
34422.80
3442.28
3442.30
Say
Rs.
Say
B) Extra for welding higher diameter rods
each cm
-52-
5.00
Sl.
Description
No.
1
2
10 Rigid and smooth centering and shuttering for
R.C.C. works including false works and
dismantling them after casting including cost
Quantity
required
3
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
of materials complete in ground floor
i) R.C.C. floor and roof slabs, landings,
balconies, projecting sun shades and chajjas
upt 4.3m height
Details for 9 sqm.
a) Materials
Non sal wood scantling
planks 38mm
120mm dia sal bullah
Carriage of wood
Total
Considering 10 times use of the materials, for
use once
b) Labour
Carpenter (second class)
semi-skilled mulia
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c)
Rate per 1 Sqm = (a+b+c)/9 =
0.112
0.34
56.00
1.142
cum
cum
Mtr.
cum
cum
cum
Mtr.
cum
14,548.00
14,548.00
69.00
72.00
1052.19
2.75 nos
2.75 nos
each
each
75.00
65.00
Say
ii)(a) For each additional height of 0.3m over
initial height of 4.3m in ground floor and
extra upto a height of 5.5m
(b) For each additional height of 0.3m add
extra over 5.5m
1629.38
4946.32
3864.00
82.22
10521.92
206.25
178.75
143.72
1580.91
175.66
175.70 / sqm
1sqm
5.00
1sqm
8.00
iii) R.C.C. stairs excluding landing but
including railing details for 5 Sqm
a) Materials
Non sal wood 38mm thick planks
Non sal wood scantling
120mm dia non sal bullah
Carriage of wood
Total
Considering 10times use of the materials, for
use once
b) Labour
carpenter (second class)
semiskilled mulia
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c)
Rate for 1sqm = (a+b+c)/5 =
0.228
0.039
6.5
0.35
cum
cum
Mtr
cum
cum
cum
1Mtr
cum
14,548.00
14,548.00
52.00
72.00
3316.94
567.37
338.00
25.20
4247.51
424.75
2.75 nos
2.75 nos
each
each
75.00
65.00
Say
-53-
206.25
178.75
80.98
890.73
178.15
178.10 / sqm
Sl.
No.
1
Description
2
iv) R.C.C. foundation , plinth band and
Quantity
required
3
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
footings bases of columns mass concrete precast slabs etc
details for 10 Sqm
a) Materials
25mm thick non sal planks
Non-sal bullah 80mm dia for strutting
Carriage of wood
Total
Considering 10times use of the materials, for
use once
b) Labour
carpenter (second class)
semiskilled mulia
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c)
Rate for 1sqm =(a+b+c)/10=
0.267 cum
12.60 mtr
0.3284 cum
cum
mtr
cum
14,548.00
33.00
72.00
432.38
0.50 no
0.50 no
each
each
75.00
65.00
Say
v) R.C.C. beams, column, grider and
bressmer, etc. Data for 4.2sqm
a) Materials
38mm thick non sal planks
120mm dia sal bullah
80mm dia sal bullah for bracing
Carriage of wood
Total
Considering 10 times use of the materials, for
b) Labour
carpenter (second class)
semiskilled mulia
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c)
Rate for 1sqm = (a+b+c)/4.20 =
0.218
15.20
8.00
0.456
cum
mtr
mtr
cum
2.75 nos
2.75 nos
cum
mtr
mtr
cum
14,548.00
69.00
69.00
72.00
each
each
75.00
65.00
Total
Say
vi) R.C.C. Lintels
Data for 7.8 sqm
a) Materials
38mm thick non sal planks
120mm dia non sal bullah
Carriage of wood
Total
Considering 10times use of the materials, for
use once
b) Labour
carpenter (second class)
semiskilled mulia
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c)
Rate for 1sqm = (a+b+c)/7.80 =
3884.32
415.80
23.64
4323.76
0.413 cum
21 mtr
0.689 cum
cum
mtr
cum
14,548.00
52.00
72.00
37.50
32.50
50.24
552.62
55.26
55.30 / sqm
3171.46
1048.80
552.00
32.83
4805.09
480.51
206.25
178.75
86.55
952.06
226.68
226.70 / sqm
6008.32
1092.00
49.61
7149.93
714.99
1.25 nos
1.25 nos
each
each
75.00
65.00
Say
-54-
93.75
81.25
89.00
978.99
125.51
125.50 / sqm
Sl.
No.
1
Description
2
vii) R.C.C. walls and fins including attached
pillasters
Data for 23.90 sqm
a) Materials
38mm thick non sal planks
Non sal wood scantling
120mm dia non sal bullah
Carriage of wood
Considering 10times use of the materials, for
b) Labour
carpenter (second class)
semiskilled mulia
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c)
Rate for 1sqm = (a+b+c)/23.90 =
Quantity
required
3
0.954
0.269
100.8
2.461
cum
cum
cum
cum
13.5 nos
13.5 nos
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
cum
cum
cum
cum
14548.00
14548.00
52.00
72.00
Total
each
each
75.00
65.00
Total
Say
viii) Double stage centering and shuttering for
roof slabs Balconies and projections above
3.60mand upto 7.20m heights
Data for 9.30 sqm
a) Materials
38mm thick non sal planks
planks
120mm dia sal bullah
80mm non sal bullah
Non-sal wood scanting 25mm
Carriage of wood
0.7068
112.00
24.38
0.2438
2.339
cum
mtr
mtr
cum
cum
cum
mtr
mtr
cum
cum
14548.00
69.00
33.00
14548.00
72.00
Total
Considering 10 times use of the materials, for
use once
b) Labour
carpenter (second class)
semiskilled mulia
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c)
Rate for 1sqm = (a+b+c)/9.30 =
13878.79
3913.41
5241.60
177.19
23210.99
2321.10
1012.50
877.50
421.11
4632.21
193.82
193.80 / sqm
10282.53
7728.00
804.54
3546.80
168.41
22530.28
2253.03
6.05 nos
6.05 nos
each
each
75.00
65.00
Total
Say
453.75
393.25
310.00
3410.03
366.67
366.70 / sqm
ix) Tripple stage centering and shuttering for
roof slabs balconies and projection above
7.20m and upto 10.80m heights
Data for 9.30 sqm
a) Materials
38mm thick non sal planks
120mm dia sal bullah
80mm non sal bullah
Non-sal wood scanting 25mm
Carriage of wood
1.0602
168.00
36.57
0.3657
3.5086
cum
mtr
mtr
cum
cum
cum
mtr
mtr
cum
cum
14548.00
69.00
33.00
14548.00
72.00
Total
Considering 10times use of the materials, for
use once
b) Labour
carpenter (second class)
semiskilled mulia
15423.79
11592.00
1206.81
5320.20
252.62
33795.42
3379.54
10 nos
10 nos
-55-
each
each
75.00
65.00
750.00
650.00
Sl.
Description
No.
1
2
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c)
Rate for 1sqm = (a+b+c)/9.30 =
Quantity
required
3
Unit
Rate
Rs. P
4
5
Total
Say
x) Centering and shuttering for shell roof
1) upto 5.50m height
Details for 9.30sqm
a) Materials
Non-sal wood 38mm Planks
120mm dia sal bullah
80mm dia non sal bullah
Non-sal wood scanting 25mm
Carriage of wood
Considering 10times use of the materials, for
use once
b) Labour
carpenter (second class)
semiskilled mulia
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c)
Rate for 1sqm = (a+b+c)/9.3 =
0.353
110
15.23
0.2258
1.8987
cum
cum
mtr
cum
cum
cum
cum
mtr
cum
cum
14548.00
69.00
33.00
14548.00
72.00
Total
4.12
4.12
nos
nos
each
each
75.00
65.00
Total
4.80 mtr
0.054 cum
mtr
cum
69.00
72.00
Total
Considering 10times use of the materials, for
use once
b Labour
carpenter (second class)
semiskilled mulia
c Overhead Charges @ 10 % on (a+b)
Total (a+b+c)
Rate for 1sqm =(a+b+c)/9.30 =
Remarks
6
7
477.95
5257.50
565.32
565.30 / sqm
5135.44
7590.00
502.59
3284.94
136.71
16649.68
1664.97
Say
2) For each additional height of 0.30m over
5.50m and upto 7.5m height
Details for 9.30sqm
a Materials
120mm dia sal bullah
Carriage of wood
Amount
Rs. P
309.00
267.80
224.18
2465.95
265.16
265.20 / sqm
331.20
3.89
335.09
33.51
0.225
0.225
no
no
each
each
75.00
65.00
Total
Say
-56-
16.88
14.63
6.50
71.52
7.69
7.70 / sqm
Sl.
No.
1
Quantity
required
2
3
xi) Centering and shuttering for slope roof upto 3.60m
hDetails
i ht for 9.30sqm
Description
a) Materials
Non-sal wood scanting 38mm
120mm dia sal bullah
80mm non sal bullah
Non-sal wood scanting 25mm
Carriage of wood
0.394
73.17
14.02
0.0701
1.3612
cum
mtr
mtr
cum
cum
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
cum
mtr
mtr
cum
cum
14548.00
69.00
33.00
14548.00
72.00
Total
Considering 10 times use of the materials, for
use once
b) Labour
carpenter (second class)
semiskilled mulia
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c)
Rate for 1sqm = (a+b+c)/9.30 =
5731.91
5048.73
462.66
1019.81
98.01
12361.12
1236.11
3.43
3.43
nos
nos
each
each
75.00
65.00
Say
xii) R.C.C. Work in slab for culverts and
Bridges upto 8M span.
a) Upto 4M height
Rate as per item 10(i)
Add 20% extra for the strong Posts and
bracing
257.25
222.95
171.63
1887.94
203.00
203.00 / sqm
175.70
Total
Say
b) Above 4m and upto 8m height rate as
calculated in item(a)
Add 25% extra for the strong Posts and
bracing
35.14
210.84
210.80 / sqm
210.80
Say
52.70
263.50
263.50 / sqm
Say
263.50
105.40
368.90
368.90 / sqm
Say
226.70
56.68
283.38
283.40 / sqm
Total
c) Above 8m and upto 13m height
Rate as calculated above
Add 40% extra for strong posts or bracings
Total
(xiii) a) R.C.C. beams for bridges upto 15m
span and height upto 5m
Rate for the beams as per item 10(v)
Add 25% extra for strong posts
Total
-57-
Sl.
No.
1
Description
2
b) R.C.C. beams for bridges upto 15m span
and height above 5m and upto 8m
Quantity
required
3
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
Rate as calculated in item (a)
Add 20% extra for strong posts
Say
283.40
56.68
340.08
340.10 / sqm
Say
340.10
85.03
425.13
425.10 / sqm
Say
283.40
141.70
425.10
425.10 / sqm
Say
425.10
85.02
510.12
510.10 / sqm
Say
510.10
51.01
561.11
561.10 / sqm
Say
210.80
63.24
274.04
274.00 / sqm
Say
274.00
68.50
342.50
342.50 / sqm
Say
342.50
137.00
479.50
479.50 / sqm
Total
c) R.C.C. beams for bridges upto 15m span
and height above 8m and upto 13m
Rate as calculated in item (b)
Add 25% extra for strong posts
Total
(xiv) a) R.C.C. beams for bridges above 15m
span upto 5m height
Rate as calculated in item xiii(a)
Add 50% extra for strong posts
Total
b) R.C.C. beam for bridge above 15m span
above 5m height and upto 8m height
Rate as calculated in item (a)
Add 20% extra for strong posts
Total
c) R.C.C. beam for bridge above 15m span
above 8m height and upto 13m height
Rate as calculated in item (b)
Add 10% extra for strong posts
Total
xv)a) R.C.C. slabs for culverts and bridge
above 8m span and upto5m height
Rate as calculated in item xii (a)
Add 30% extra for strong posts
Total
b) R.C.C. slabs for culverts and bridge above
8m span and above 5m height and upto 8m.
Rate as calculated in item (a)
Add 25% extra for strong posts
Total
c) R.C.C. slabs for culverts and bridge above
8m span and above 8m height upto
13m.height
Rate as calculated in item (b)
Add 40% extra for strong posts
Total
-58-
Sl.
Description
No.
1
2
11 Rigid and smooth centering and shuttering at
all heights of trough and road slab of
aqueduct bridges, deck slab and soffit slabs
using required nos of pylons for vertical
supports of scaffolding centering and
shuttering with joists, N.G. rails and channels
and shutering plates including welding,
bolting,cost, conveyance , royalty and all
other taxes of all materials and cost of
scaffolding gangway etc. including cost of
conveyance of dismantling and disposing
debris clear of work site complete to receive
reinforcement grills and concrete as per
requirement as directed by Engineer-inCharge
1 Cost of one pylon
A. Angle 65×65×6mm
4×1.50×6.00m (vertical member)
2×4.00×0.7-5.60 (cross member)
Total 1.60m @ 5.8kg/meter = 67.28kg
67.28kg or 0.06728M ton
25mm M.S. Rod
4.00×4=16.00m@3.85Kg/Meter
61.60 kg or 0.0616 Mton
Weilding charges
4×260mm= 1040mm
4×6×50 = 1200mm
2240mm
or 224cm @ Rs 5.00/cm
Market rate
Quantity
required
3
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
0.06728 MT
MT
30640.00
2061.46
0.0616 MT
MT
28580.00
1760.53
224.00 cm
cm
5.00
1120.00
Total
Hire charges of one pylon for single use
considering one pylon can be used 36 times
4941.99
137.28
4941.99/36
Cost of materials (Rate as per actual)
From bottom slabs and side beam (for one
span)
a) ISMB 250 on top of pylon 2 rows
2×6.00 = 12.00m @ 37.30kg/meter
ISMB300 on 9 rows2 Nos. in each row
18×5.5 = 99m @ 44.2kg/m
a) 4.823 M.ton @ Rs. 30770.00/M.Ton
b) Channel 125 × 65mm
Side shuttering 20 × 2.52 = 50.40m.
Inside shuttering 20 × 1.885 = 37.70m
Total 88.1 m @ 13.1 kg/m
447.6 kg
4.823 MT
or
MT
4375.8
4823.4 kg
4.823 Mton
30770.00
148403.71
1.154 MT
MT
30770.00
-59-
35508.58
Sl.
No.
1
Description
2
c) M.S.Plate
(i) Botton slab = 66
(ii) side = 98
Total 164 nos
Quantity
required
3
164 nos
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
nos
1500
Total
B. Top slab in 2nd operation
a) Bottom as per 1A (a)
shuttering plates as per item 1A© ( i) 66No
148403.71
66 nos
nos
1500
99000.00
247403.71
Total
b) Top ISMB 250= 5 × 4.7 = 23.5Mtr. @
37.30kg/M.tr
876.55Kg or 0.87655 M.Ton @
30770.00/M.Ton
246000.00
429912.29
0.87655 MT
MT
30770.00
26971.44
4.86 MT
54 nos
MT
nos
28580.00
1500.00
Total
138898.80
81000.00
494273.95
12 nos
16 nos
each
each
85.00
75.00
1020.00
1200.00
12 nos
each
75.00
900.00
200 cm
cm
5.00
Total (a)
1000.00
4120.00
4.83 MT
MT
1639.00
7916.37
skilled mulia5 Nos. × 2 days = 10days @ Rs.
75.00
10 nos
each
75.00
750.00
Mulia 5 Nos. × 2 days = 10days @ Rs. 55.00
10 nos
each
55.00
Total (b)
550.00
9216.37
c) N.G. Rails 81No. X 6.00 = 486M @
10kg/M
d) Top plates 54 Nos.
Labour charges for one span (Bottom slab &
beam)
2 Labour charges for fixing pylon including
welding for keeping rigid
a) for errection (as per observation)
Highly skilled mulias 6 No. × 2days = 12days
skilled mulia 8 No. × 2days = 16days
conveying staking at site
skilled mulia 6 No. × 2days = 12days
Welding MS Rods on both sides 2 Nos. in
each side
2×4×25cm = 200cm @ Rs. 5.00/cm (Market
rate)
b) Hoisting joists and placing in position 4.83
ton
(as per item no 1 of Iron Works)
Carrying from store to site
-60-
Sl.
No.
1
Description
2
c) Hoisting and laying shuttering plates Sangi
mulia for carying from stock yard to site
10Nos.
For taking to Top 10 Nos.
For laying 10Nos.
Welding side shuttering plates to keep rigidly
2×2×11×5 = 220cm
Quantity
required
3
10 nos
10 nos
10 nos
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
each
each
each
65.00
65.00
65.00
Total
650.00
650.00
650.00
1950.00
220 cm
cm
5.00
Total (c)
1100.00
3050.00
98.56 sqm
sqm
35.00
3449.60
560 cm
cm
5.00
Total (d)
Total (a+b+c+d)
2800.00
6249.60
22635.97
Greasing the plates 10 mulias for 1day=
10Nos.@ Rs.55.00 per each
10 nos
each
55.00
550.00
Cost of white grease 10 kg.
10 kg
kg
100.00
1000.00
24185.97
d) Side shuttering and fixing with wielding
etc.
Outside 2×11.2×2.52 = 56.45sqm
Inside 2×11.2 × 1.88 = 42.11Sqm
Total =98.56 sqm
98.56sqm
Weilding to keep rigid outside
2×40×4cm=320cm.
2×30×4cm.=240cm.
Total =560 cm
25% overhead charges on labour as per
O.C.C.
4571.49
[24185.97(1000.00+1100.00+2800.00+1000.00)]x1/4
28757.46
I) Hire charges of pylon 40Nos.
40 nos
no
137.28
Cost of material taking 36 time use =
429912.29/36
Total
Rate per Sqm. = 46190.67/154.56
For top in second operation
a) Laying ISMB
N.G. Rails
Total
Carrying to top 7 Sangi mulia for 1 day
876.55
4860
5736.55
5.73655
7
-61-
kg
kg
kg
MT
nos
kg
kg
kg
MT
each
1639.00
65.00
Total(a)
5491.20
11942.01
46190.67
298.85
9402.21
455.00
9857.21
Sl.
No.
1
Description
2
b) Laying shuttering plates including carriage
Sangi mulia 15Nos.
For taking to top Sangi mulia 15Nos.
each
c) Weilding side - 2×11×5 = 110cm. @ Rs.
5.00/cm.
Quantity
required
3
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
15 nos
15 nos
15 nos
each
each
each
65.00
65.00
65.00
Total(b)
975.00
975.00
975.00
2925.00
110 cm
cm
5.00
550.00
6 nos
each
85.00
510.00
8 nos
each
75.00
Total (d)
600.00
1110.00
12 nos
each
75.00
900.00
8 nos
each
75.00
600.00
8 nos
each
75.00
600.00
20 nos
each
55.00
1100.00
8 nos
16 nos
each
each
75.00
55.00
600.00
880.00
20 nos
20 nos
each
each
75.00
55.00
Total(e)
Total (a+b+c+d+e)
1500.00
1100.00
7280.00
21722.21
d) Laying pylon including carrying and taking
to top by rope etc.
Highly skilled mulia 6Nos. for one day
Skilled mulia 8Nos. For one
day=8Nos.@Rs.75.00 pereach
e) Removing materials
Top pylon
Skilled mulia 6Nos. for 2days = 12Nos. @
75.00 / day
Top joist and NG. Rails skilled mulias 4Nos.
For 2days=
Top shuttering plates skilled mulia 4Nos. For
2days =
Mulias 10Nos. for 2days = 20Nos. @ 55.00 /
day
Bottom slab plates
Skilled mulia 4Nos. for 2days = 8Nos.
Mulias 8Nos. for 2days = 16Nos.
Bottom joists and Pylon and side shuttering
plates
Skilled mulia 10Nos. for 2days = 20Nos.
Mulias 10Nos. for 2days = 20Nos.
Add overhead charges as per OCC 25% on
labour items
=(21722.21-550.00) x 1/4
5293.05
Total
f) Hire charges of pylon 55Nos. @ Rs. 137.28
per each
g) Hire charge of departmental materials
ISMB, channel,NG Rails
Shuttering plates (items 11B) using 36 times
= 494273.95/36
55 nos
each
27015.26
137.28
7550.40
13729.83
Total
48295.49
Say
1341.54
94486.16
441.73
441.70 / sqm
Taking 36 times of use Rate per Sqm. =
48295.49/36
Total cost = 46190.67+48295.49
Rate per Sqm. = 94486.16/213.9
-62-
Sl.
Description
No.
1
2
12 Hoisting and placing in position of steel
girder trusses, centering and shuttering with
steel shutter N.G. rails wooden shuttering
plates, welding etc, complete for R.C.C. work
in Well/ Grider of bridge including cost,
conveyance, royalty of all materials and
dismantling them after casting and disposing
of the useful materials away from site
complete in all respect as per direction of
Engineer-in -charge.
{Hoisting materials, steel shutter plates, N.G.
Quantity
required
3
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
rails etc, are to be supplied by department for
which no hire charges will be recovered}
{Labour rates are inclusive of paid holiday}.
Rate per Sqm.
A
Cost of staging including labour
a) Excavation of anchor pits for derricks after
refilling the pits after the refilling
anchorage including watering for settlement.
12Nos. of labour for 1 pit for 5Nos. of pit =
60 Nos. labour for 2 days
b) Cost of 10Nos. Of sleepers of size and
carriage (0.22×0.80×3)=0.528Cum.
Outturn 10 pits (5pits in each side)
Excavation 10×3.00×3.00×3.50=315 Cum
120 nos
each
55.00
6600.00
0.528 cum
cum
25934.00
13693.15
each
85.00
340.00
Refilling after compaction the same =315
Cum.
Labour for making and providing erecting of
deriks
Labour
I. 2 Nos. of Riggers (Highly skilled for 2 days
at the rate
ii. 15 Nos. of skilled labour for 2 days at the
rate of Rs. 72.50
iii. Cost of wooden deriks at the rate of Rs.
1500 for 2 dericks
iv. Cost of 2 paid pipes dericks at the rate of
1200
4 nos
30 nos
each
75.00
2250.00
2 nos
each
1500.00
3000.00
2 nos
each
1200.00
2400.00
28,283.15
-63-
Sl.
No.
1
Description
2
Total for 6 Nos. of span Rs.
For one span =
Quantity
required
3
28,283.15
6
Unit
Rate
Rs. P
4
5
Amount
Rs. P
6
28,283.15
4713.86
=
i Labour charges for launching & placing
trusses
and N.G. Rails about 150 quintals. 2 No. of
Rigger
at the rate of Rs. 85.00 per each for 2 days
4 nos
each
85.00
340.00
ii High skilled labour 25nos of launching of 2
Nos. trusses for
2 days at the rate of 85.00
iii Placing of N.G. rails over trusses for one
day skilled labour engaged 15 nos
50 nos
each
85.00
4250.00
15 nos
each
75.00
1125.00
iv. Labour charges for delaunching trusses
and N.G. rails for 2 days total 15 nos of
skilled labour
Total 2 Nos. of high skilled labour at the rate
of
30 nos
each
75.00
2250.00
2 nos
each
85.00
170.00
20 nos
each
75.00
1500.00
Carriage of N.G. rails and shifting of
subsequent spans 20Nos. Skilled labour for a
day
Welding of N.G. rails about 500 joints for 3
days
Welder 3 nos. for 3 days at the rate of Rs.
85.00/each/day
6 Nos. for 3 days at the rate of Rs.
65.00/each/day
9 nos
each
85.00
765.00
18 nos
each
65.00
1170.00
Welding rods 15 Pkts at the rate of Rs.300/per
Pkt
15 pkt
pkt
300.00
4500.00
18 hour
hour
60.00
1080.00
500.00
22,363.86
Diesel welding machine for 6 hr/day=18
hours at the of
Manila rope etc. for one span
Total for 164.50sqm
For 1Sqm.
B
Cost of centering and shuttering for one
span
a) Cost and carriage of sal wood
(10cm×7.5cm) scantling
b) Cost and carriage of sal wood planks
2.29cum @ 25,698/cum
@ Rs. 69.00
135.95
1.403 cum
cum
25934.00
36385.40
2.29 cum
450 mtr.
cum
mtr
25698.00
69.00
Total
58848.42
31050.00
126283.82
The set will be utilised for 3 times
For one time
42094.61
-64-
Remarks
7
Sl.
No.
1
Description
2
d) Cost bolts, nuts, nuts, washers, 20kg @
49.00
Butt washer 10kg, @ Rs. 49.00/kg
Nails
e) Cost of welding rods 8 pkts
Hours per day
for 4 days 8 hr @ 60.00per hrs
g) Cost putty
Quantity
required
3
20
10
40
8
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
Kg
Kg
Kg
pkt
Kg
Kg
Kg
pkt
49.00
49.00
37.00
300.00
980.00
490.00
1480.00
2400.00
8 hour
hour
60.00
480.00
250.00
48174.61
-1500
46,674.61
283.74
75.00
65.00
1050.00
910.00
1960.00
653.30
Deduct cost of damage (wood)
Total
C
for 1 sqm
Labour charges
for 35.60sqm
(i) Carpenter(2nd class) 2 Nos. for7days
(ii) Helper to carpenter 2 Nos. for 7 days
14 nos
14 nos
each
each
Total
for one use
b) Labour charges of centering and shuttering
(i) Welder(special) 2 Nos. @ 85.00 each day
for 5 days
10 nos
each
85.00
850.00
(ii) Helper to welder 2 Nos. @ 65.00 each day
for 5 days
10 nos
each
65.00
650.00
(iii) Carpenter(2nd class) 12.86 Nos. @ 75.00
each day for 7 days
90.02 nos
each
75.00
6751.50
210 nos
each
55.00
11550.00
20454.80
124.35
(iv) Labour 30Nos. @55.00 each day for 7
days
For 164.50sqm , Cost = Rs. 20454.80
for 1 sqm
Total
Abstract of cost
A. Cost of staging including labour
B. Cost of centering and shuttering
C. Labour charges
Add 25% extra
Total
Say
Rate per 1sqm.
-65-
135.95
283.74
124.35
544.03
136.01
680.04
680.00 / Sqm
Sl.
Description
No.
1
2
13 Rigid & smooth centering and shuttering for
Quantity
required
3
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
R.C.C. work in pergola including false work
and dismantling them after casting including
cost of materials complete in ground floor.
Details for 9sqm
a) Materials
120mm dia Sal bullah
Non-sal wood scanting
Non-sal wood planks 38mm thick
Carriage of wood
56.00
0.112
0.34
1.142
mtr
cum
cum
cum
mtr
cum
cum
cum
69.00
14548.00
14548.00
72.00
Total=
3864.00
1629.38
4946.32
82.22
10521.92
Total=
1052.20
5950.13
29.45
Considering 10 times use of materials
=10521.92/10
Non-Sal wood planks 25mm
thick
Cost of wood
Carriage of wood
b) Labour
Carpenter (2nd class)
Sangi Mulia
c) Overhead charges 10 % on a+b
Total a+b+c+d
Rate per 1sqm. = Rs. 8243.16/9 =
0.409 cum
0.409 cum
cum
cum
14548.00
72.00
3.3 nos
3.3 nos
each
each
75.00
65.00
247.50
214.50
749.38
8243.16
915.90 / Sqm
0.5 no
Each
55.00
27.50
2.75
0.55
30.80
3.10 / Sqm
14 Closed deep chipping and cleaning to R.C.C.
surface for receiving cement plaster per 1
Data for 10 sqm
a) Labour
Man mulia
b) Overhead charges @ 10% on (a)
c) 2% sundries and Nalls etc. on (a)
Total
Rate for 1 Sqm = Rs. 30.8/10 =
15 Rigid and smooth Steel centering and
shuttering at all heights of bridge work such
as well curb, well steining, well cap, pier and
abutment shaft, pier and abutment cap, wing
wall, tie beam, road kerb and dirt wall using
required nos of vertical and horizontal
supports of scaffolding with joists, N.G. rails
and channels and steel shutering plates
including welding, bolting,cost, conveyance
, royalty and all other taxes of all materials
and cost of scaffolding gangway etc.
including cost of conveyance of dismantling
and disposing debris clear of work site
complete to receive reinforcement grills and
concrete as per requirement as directed by
Engineer-in-Charge
-66-
Sl.
No.
1
Description
Quantity
required
3
2
Per 1Sqm
a) Material
Cost of Steel shuttering plate 1.524m x
M.S Angle of size 50mm x 50mm x6mm
3 x 1.524m = 4.572m
5 x 0.914m = 4.570m
Total =
9.142m
Weight of Angle = 9.142m @ 4.5kg/mtr =
41.139kg
M.S Plate 4mm thick = 1.524m x 0.914m =
1.393sqm
Weight of Plate = 1.393sqm @ 31.40kg/sqm
=43.740kg
Total weight of 1 plate
84.879
= 41.139kg + 43.740kg = 84.879kg
Cost of fabrication
Labour for fabrication
Cost of welding rod for fabrication
84.879
1.00
Unit
Rate
Rs. P
Amount
Rs. P
Remarks
4
5
6
7
Kg
Kg
30.64
2600.69
Kg
pkt.
Kg
Packet
2.708
300.00
229.85
300.00
3130.54
Cost of steel shuttering plate per 1sqm =
2247.34
3130.54/1.393
Considering 36times use of materials, rate for
use once
Rs.2100.66/36
Cost of nut and bolt @2kg/sqm for 1sqm @
62.43
Rs.49.00/kg
Considering 4times use of materials, rate for
use once
2 x 49.00 / 4
Cost of sal bullah 150mm to 200mm dia up to
24.50
5.50m long
Requirement = 12m /sqm @Rs.76.00/mtr =
Rs.912.00
Considering 10times use of materials, rate for
use once
Rs.912.00/10
Total of a
b) Labour
Data for 4.20sqm
Carpenter 2nd class
Semiskilled mulia
91.20
178.13
2.75
2.75
nos
nos
each
each
75.00
65.00
Total of b = Rate per sqm = 385.00/4.20
Total (a + b) = Rs.178.13 + Rs.91.67
c) Overhead charges @ 10% on a+b
Rate per sqm = (a+b+c)
Say
-67-
206.25
178.75
385.00
91.67
269.79
26.98
296.77
296.80 / Sqm
Quantity
Sl.
Rate
Amount
Description
Unit
Remarks
Rs. P
Rs. P
required
No.
1
2
3
4
5
6
7
Note :
(i) For centering and shuttering for R.C.C. work (in floor and Roof slab, Landings, Balconies, Projection,
Sunshades, Chajja, Stairs, Plinth band, Footing and base of columns, Precast slab, Beams and columns, Lintels,
R.C.C. walls and Fins) in first floor ad subsequent upper floors add 20 percent extra to the rates of
respective centering and shuttering items over and above the rates from the next lower floor.
(ii) For R.C.C. work in 1st floor or any additional floor add 15 per cent extra labour over and above the rate
of next lower floor for lifting of concrete etc.
(iii) For reinforcement work in 1st floor or any additional floor add 5 percent extra labour over and above
the rate of next lower floor.
(iv) The rates of R.C.C. items (except item No.3,4 ,5,6,7&8) have been arrived using hand broken chips and if
crusher broken chipsl are used the difference in cost should be added to arrive at the finished rates.
(v) For R.C.C. and reinforcement works below ground level beyond 1.5m and upto 4.5m depth add 15 percent
extra labour over and above the rates of the respective items for lowering the materials.
(vi) For R.C.C. and reinforcement works below ground level beyond 4.5m and upto 7.5m depth add 20 percent
extra labour over and above the rates of the respective items for lowering the materials
(vii) For centering and shuttering work below ground level beyond 1.5m and upto 7.5m depth add 20 per cent
extra labour over and above the rates of the respective items for lowering the materials
(viii) For R.C.C. work in shell roof add 25 per cent extra labour overand above the rate for lifting
and laying concrete.
(ix) For R.C.C. work in slope roof add 10 per cent extra labour (on labour calculated for the floor)
over and above the rates of the floor for lifting and laying concrete.
(x) For R.C.C. work in pergola add 10 percent extra labour over and above the rate of next lower floor
for lifting and laying concrete
(xi) The under reamed diameter in pile foundation has been assumed as 2.5 times the stem diameter.
(xii) In case of Steel Reinforcement work reinforcement shall be measured in length including hooks, if any ,
separately for different diameter as actually used in work,excluding overlaps.from the length so measured , the
weight of reinforcement shall be calculated in tonnes on the basis of IS: 1732,wastage ,overlaps,couplings,welded
joints,spacer bars ,chairs ,stays , hangers and annealed steel wire or other methods for binding and placing shall
not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.
(xiii) 10 per cent excess on the above rates will be allowed for the works being executed inside jail premises
-68-
V. REINFORCED BRICK WORK
Quantity
Sl.
Description
Unit
required
No.
1
2
3
4
1 Reinforced brick work in roof slab and lintels using
Rate
Rs. P
5
Amount
Rs. P
6
Remarks
7
1:2:4 cement concrete with 4.7 mm size hard granite
chips in joint excluding cost of reinforcement bending
and binding, centering and shuttering per 1cum
a)
Materials
Brick work with K.B. bricks 25cm x 12cm x 8cm
having crushing strength not less than 75 Kg/cm2
254 nos
1000 Nos
2192.00
556.77
0.35 cum
cum
1863.08
652.08
0.38 cum
cum
70.00
-26.60
with dimensional tolerance ±8 percent
cement concrete 1:2:4 with 0.35cum 12mm hard
granite chips for 25mm average joint (rate as per
item 7 of concrete excluding 10 % OHC )
Deduct difference between cost of 4.7 mm and
12mm chips (Rs. 494.00-Rs.424.00 = Rs. 70.00)
b)
Labour
same as item No.1 of 25cm K.B. brick work in
cement mortar 1:3
Add extra labour involved for
R.B. works
Mason special
Man mulia
c)
271.30
0.35 no
0.35 no
each
each
85.00
55.00
Overhead Charges @ 10 % on (a+b)
Total= (a+b+c)=
Total
Say
Reinforced brick work in in cement mortar 1:3
excluding cost of M.S. rods centering and shuttering
(per 1cum)material 25cm × 12cm × 8cm size K.B.
bricks having crushing strength not less than
75kg/cm2 with dimensional tolerance ±8 %
a) Materials
Sand
Cement
b) Labour
Same as item No.1 of 25cm K.B. brick masnory in
cement mortar1:3.
Add-Extra labour involved for R.B. work
29.75
19.25
150.25
1652.80
1652.80 / cum
2
Mason special
Man mulia
c)
254 nos
1000 Nos
2192.00
556.77
0.35 cum
1.70 qntl.
cum
quintal
29.00
341.00
10.15
579.70
271.30
0.35 no
0.35 no
each
each
85.00
55.00
Overhead Charges @ 10 % on (a+b)
Total= (a+b+c)=
Say
3
Centering and shuttering for R.B. Works (Same as
Item No. 7(i) of R.C.C.)
-69-
1sqm
29.75
19.25
146.69
1613.61
1613.60 / cum
175.70
Quantity
Sl.
Rate
Amount
Description
Unit
Remarks
required
No.
Rs. P
Rs. P
1
2
3
4
5
6
7
Note
(i) For R.B. work in 1st floor and subsequent floor, add 15% extra labour over and above the rates
of the next lower floor
(ii) For centering and shuttering for R.B. work in 1st floorand subsequent upper floor, add 20 per cent extra to
the rates of centering & shuttering over & above the rates in the next lower floor
(iii) Rates for concrete items have been arrived on the assumption that hand broken chips have been utilised.
If crushere broken chips are to be utilised, necessary addition to the rates may be effected.
(iv) For brick masonry work below ground level and beyond 1.5m and upto 4.5m depth add 15 per cent
extra labour over and above the rates of the respective item for lowering the materials.
(v) For brick masonry work below ground level and beyond 4.5m and upto 7.5m depth add 20 percent extra
labour over and above the rates of the respective item for lowering the materials.
(vi) 10 per cent excess on the above rates will be allowed for the work being executed in side jail premises.
-70-
VI. MASONRY BRICK WORK WITH 25CM BRICKS
Quantity
Sl.
Rate
Description
Unit
required
No.
Rs. P
1
2
3
4
5
1 Brick work with K.B. bricks 25cm x 12cm x 8cm
size having crushing strength not less than 75
Kg/cm2 with dimensional tolerance ± 8 percent in
cement mortar (1:3) in foundation and plinth per
cum.
a) Material
K.B. Brick 25cm × 12cm x 8cm
350 nos 1000 Nos 2192.00
Sharp sand (screened and washed)
0.28 cum
cum
29.00
Cement
0.093 cum
cum
1.33 qtl quintal
341.00
b) Labour
Mason special
0.35 no
each
85.00
Mason 2nd class
1.05 nos
each
75.00
Man mulia
1.41 nos
each
55.00
Women mulia
1.41 nos
Each
55.00
Preparing mortar and getting
water etc.
0.14 no
each
55.00
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c) =
Say
2
a)
Brick work with K.B. bricks 25cm x 12cm x 8cm
size having crushing strength not less than 75
Kg/cm2 with dimensional tolerance ±8 percent in
cement mortar (1:4) in foundation and plinth per
cum.
Material
K.B. Brick 25cm × 12cm x 8cm
Sharp sand (screened and
washed)
Cement
350 nos 1000 Nos
0.28 cum
0.07 cum
1 qtl.
cum
cum
quintal
-71-
350 nos
1000 Nos
0.28 cum
0.047 cum
0.672 qtl.
cum
cum
quintal
7
453.53
29.75
78.75
77.55
77.55
7.70
150.02
1650.17
1650.20 / cum
767.20
29.00
8.12
341.00
341.00
Say
Remarks
767.20
8.12
2192.00
b) Labour
labour same as per item 1
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c) =
3 Brick work with K.B. bricks 25cm x 12cm x 8cm
size having crushing strength not less than 75
Kg/cm2 with dimensional tolerance ±8 percent in
cement mortar (1:6) in foundation and plinth per
cum.
a) Material
K.B. Brick 25cm × 12cm x 8cm
Sharp sand (Screened and
Washed)
Cement
Amount
Rs. P
6
271.30
138.76
1526.38
1526.40 / cum
2192.00
767.20
29.00
8.12
341.00
229.15
Quantity
required
3
Sl.
Description
No.
1
2
b) Labour
labour same as per item 1
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c) =
Unit
4
Rate
Rs. P
5
Say
4 Brick work with K.B. bricks 25cm x 12cm x 8cm
size having crushing strength not less than 75
Kg/cm2 with dimensional tolerance ±8 percent in
cement mortar (1:8) in foundation and plinth per
cum.
a) Material
K.B. Brick 25cm × 12cm x 8cm
Sharp sand (screened and
washed)
Cement
b) Labour
labour same as per item 1
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c) =
350
0.28
0.035
0.501
nos 1000 Nos
cum
cum
cum
cum
qtl. quintal
1000
cum
cum
quintal
767.20
8.12
341.00
170.84
767.20
8.12
341.00
114.58
271.30
116.12
1277.32
1277.30 / cum
6 Brick work with K.B. bricks 25cm x 12cm x 8cm
size having crushing strength not less than 75
Kg/cm2 with dimensional tolerance ±8 percent in
clay in foundation and plinth per cum.
a) Material
K.B. Brick 25cm × 12cm x 8cm
Clay mortar as per S/R
Item No.20 in rate of material
b) Labour
Mason 2nd class
Man mulia
women mulia
-72-
2192.00
767.20
cum
37.00
11.84
each
each
each
75.00
55.00
55.00
78.75
57.75
57.75
350 nos
1000 Nos
0.32 cum
1.05 nos
1.05 nos
1.05 nos
7
271.30
121.75
1339.21
1339.20 / cum
2192.00
29.00
Say
Remarks
271.30
127.58
1403.35
1403.30 / cum
2192.00
29.00
Say
5 Brick work with K.B. bricks 25cm x 12cm x 8cm
size having crushing strength not less than 75
Kg/cm2 with dimensional tolerance ±8 percent in
cement mortar (1:12) in foundation and plinth per
cum.
a) Material
K.B. Brick 25cm × 12cm x 8cm
350 nos
Sharp sand (screened and
0.28 cum
washed)
0.0235 cum
Cement
0.336 qtl.
b) Labour
labour same as per item 1
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c) =
Amount
Rs. P
6
Quantity
required
3
Sl.
Description
No.
1
2
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c) =
Unit
4
Rate
Rs. P
5
Say
7 Brick work with K.B. bricks 25cm x 12cm x 8cm
having crushing strength not less than 75 Kg/cm2
with dimensional tolerance ±8 percent in lime
mortar (1:2) in foundation and plinth per cum.
a) Material
K. B. Bricks
Ghooting lime(unslaked)
Sharp sand (screened and washed
b) Labour
Labour same as item No.1
Grinding lime mortar vide no 1 of Conc.excluding
10 % OHC and 2% T&P
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c) =
350 nos 1000 Nos
0.15 cum
cum
0.3 cum
cum
2192.00
1720.00
29.00
0.3 cum
cum
176.95
61 nos 1000 Nos
0.286 qtl.
quintal
0.08 cum
1cum
40.50
12.10
17.60
each
each
each
75.00
55.00
55.00
3.50 sqm
1sqm
3.86
Man mulia for cutting Green things and brush wood
Man mulia for cutting Bullahs to required size
spliting the bamboos fixing the bullah in the pits
after excavating and typing twigs etc.
Women mulia for applying
mud plaster on both sides
-73-
mtr.
100Nos.
135.83
1494.11
1494.10 / cum
133.71
97.53
2.32
0.54 no
0.22 no
0.32 no
1.31 mtr.
0.54 no
53.09
2192.00
341.00
29.00
Say
9 Wattle and dub walling including 12mm Mud
plaster on both sides per 1sqm
a) Material
Non-sal bullah 75mm mean dia
Belangi bamboo 2.51cm to 7.7cm & 4m to 6m
b) Labour
767.20
258.00
8.70
271.30
Say
8 Honey comb masonry with 25cm ×12cm ×8cm
size Kiln burnt bricks having crushing strength not
less than 75 kg/cm2 in cement mortrar (1:4) and
plastered with 16mm, thick cement mortar (1:6)
including white washing 2 coats
Per 1 sqm
a) Material
Kiln burnt bricks as specified
Cement 0.02 cum
Sharp sand (screened and washed)
b) Labour
Mason 2nd class
Man mulia
Women mulia
White washing 2 coats with
shell lime excluding 10% OHC and 2% T&P
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c) =
Amount
Remarks
Rs. P
6
7
97.33
1070.62
1070.60 / cum
13.51
31.73
348.99
349.00 / sqm
33.00
1700.00
43.23
9.18
6.05
0.11 no
each
55.00
0.16 no
each
55.00
0.11 no
each
55.00
8.80
6.05
Quantity
required
3
Sl.
Description
No.
1
2
c) Overhead Charges @ 10 % on (a+b)
Total (a+b+c) =
Unit
4
Rate
Rs. P
5
Say
10 Mud walling per 1cum clay mortar (paddle, clay
mixed with sand in suitable proportion)
a) Labour
Man Mulia
Women mulia
b) Overhead Charges @ 10 % on (a)
c) 2% sundries& T&P
Total (a+b+c) =
1.00 cum
cum
37.00
1.41 nos
0.71 no
each
each
55.00
55.00
Say
Notes
(i) For brick masonry in superstructure add extra to wards extra
labour and scaffolding to the rate in foundation and………..
(ii) For brick arch masonry work not exceeding 1.5m. Span add
extra for scaffolding and centering to the rate for brick work in
superstrucutre.
………..
(iii) For brick masonry in well steining add extra towards extra
labour for scaffolding and lowering materials to the rate in
foundation and plinth.
………..
(iv) For brick masonry in item for first floor and subsequent
higher floors add 15 percent extra labour over and above the
rates of next lower floor.
(v) For honey comb brick masonry in first floor and subsequent
higher floors add 15 percent extra labour over and above the
rates of next lower floor.
(vi) For brick masonry with different quality of bricks add or
subtract the difference in cost of bricks from respective
items of rates.
(vii) For brick masonry with 23cm.×11cm.×8cm. Size brick 400
nos. of bricks are required for one cum. of masonry. Labour
and material components remain the same in that for
respective items of brick masonry with 25cm.×12cm.×8cm.
size bricks.
(viii) For brick masonry work below ground level beyond
1.5m. and upto 4.5m. depth add 15 percent extra labour
over and above the rates of the respective items for lowering
the material.
(ix) For brick masonry work below ground level beyond
4.5 m. and upto 7.5m. depth add 20 percent extra labour
over and above the rates of the respective items for lowering
the material.
(x) 10 percent excess on the above rates will be allowed in
works being executed inside jail premises.
-74-
Unit
Rate
cum
33.00
cum
66.20
cum
46.20
Amount
Remarks
Rs. P
6
7
7.33
80.64
80.60 / sqm
37.00
77.55
39.05
15.36
3.07
172.03
172.00 / cum
VII. MASONRY STONE WORK
Quantity
Sl.
Description
Unit
required
No.
3
1
2
4
1 Random rubble H.G. stone Masonry in
lime mortar (1:2) in foundation and plinth.
Per 1 cum.
a) Material
Rough granite stone quarried
1 cum
1cum.
including bond stones.
Lime (Ghooting) unslaked
0.17 cum
1cum.
Sand (screened &washed)
0.24 cum
1cum.
Grinding lime mortar (vide item No 1 of concrete
excluding O.H.C )
0.34 cum
1cum.
b) Labour
Mason special
0.35 Nos
Each
Mason 2nd class
1.41 Nos
Each
Man Mulia
1.41 Nos
Each
Woman Mulia
1.41 Nos
Each
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
Say Rs.
877.90
2 Random rubble H.G. stone Masonry in
cement mortar (1:5) in foundation and plinth.
Per 1 cum.
a) Material
Rough stone granite quarried
1 cum
1cum.
including bond stones.
Sand (screened &washed)
0.34 cum
1cum.
cement
0.068cum
0.9724 Qntl
1Qntl
b) Labour
Man Mulia for mixing mortar
0.35 Nos
Each
Labour as per item No.1
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
Say Rs.
879.20
3 Random rubble H.G. stone Masonry in
cement mortar (1:6) in foundation and plinth.
Per 1 cum.
a) Material
Rough stone granite quarried
1 cum
1cum.
including bond stones.
Sand (screened &washed)
0.34 cum
1cum.
cement
0.057 cum
0.8151 Qntl
1Qntl
b) Labour
Man Mulia for mixing mortar
0.35 Nos
Each
Labour as per item No.1
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
Say Rs.
820.20
-75-
Rate
Rs. P
5
Amount
Rs. P
6
148.00
148.00
1720.00
29.00
292.40
6.96
176.95
60.16
85.00
75.00
55.00
55.00
29.75
105.75
77.55
77.55
79.81
877.94
/ cum
148.00
148.00
29.00
341.00
9.86
331.59
55.00
19.25
290.60
79.93
879.23
/ cum
148.00
148.00
29.00
341.00
9.86
277.95
55.00
19.25
290.60
74.57
820.23
/ cum
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
4 Random rubble H.G. stone Masonry in
cement mortar (1:8) in foundation and plinth.
Per 1 cum.
a) Material
Rough stone granite quarried
including bond stones.
Sand (screened &washed)
cement
0.0425cum
b) Labour
Man Mulia for mixing mortar
Labour as per item No.1
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
148.00
148.00
0.34 cum
0.6078 Qntl
1cum.
1Qntl
29.00
341.00
9.86
207.26
0.35 Nos
Each
55.00
19.25
290.60
67.50
742.47
742.50
Total
/ cum
1 cum
1cum.
148.00
148.00
0.34 cum
1.2156 Qntl
1cum.
1Qntl
29.00
341.00
9.86
414.52
0.35 Nos
Each
55.00
19.25
290.60
88.22
970.45
970.50
Total
/ cum
1 cum
1cum.
148.00
148.00
0.12 cum
0.24 cum
0.24 cum
1cum.
1cum.
1cum.
1720.00
29.00
176.95
206.40
6.96
42.47
1.41 Nos
Each
10.00
290.60
14.10
2.47 Nos
Each
85.00
Say Rs.
-76-
Amount
Rs. P
6
1cum.
Say Rs.
6 Coursed rubble hard Granite stone masonry
(first class) in lime mortar (1:2) in foundation
and plinth Per 1 cum
a) Material
Rough stone granite including
Bond stone
Lime (Ghooting) unslaked
Sand (screened &washed)
Grinding lime mortar
b) Labour
Labour as per item No.1excluding O.H.C
Add difference in cost of
Sangi and Man mulia
Add. Extra mason special..
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
4
Rate
Rs. P
5
1 cum
Say Rs.
5 Random rubble H.G. stone Masonry in
cement mortar (1:4) in foundation and plinth.
Per 1 cum.
a) Material
Rough stone granite quarried
including bond stones.
Sand (screened &washed)
cement
0.085cum
b) Labour
Man Mulia for mixing mortar
Labour as per item No.1
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
Unit
1010.30
/ cum
209.95
91.85
1010.33
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
7 Coursed rubble hard Granite stone masonry
(first class) in cement mortar (1:5) in foundation
and plinth Per 1 cum.
a) Material
Rough stone granite including
Bond stone
Sand (screened &washed)
cement
0.048cum
b) Labour
Labour as per item No.6
Man mulia for mixing sand
and cement in small quantities
and gettering water
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
Unit
4
Rate
Rs. P
5
Amount
Rs. P
6
1 cum
1cum.
148.00
148.00
0.24 cum
0.6864 Qntl
1cum.
1Qntl
29.00
341.00
6.96
234.06
0.25 Nos
Each
55.00
514.65
13.75
91.74
1009.16
Say Rs.
8 Coursed rubble hard Granite stone masonry
(first class) in cement mortar (1.4) in foundation
and plinth Per 1 cum.
a) Rate as per item No.7
b) Add, extra cost of cement with 10% OHC
Total (a+b)
0.1716 Qntl
Say Rs.
9 Coursed rubble hard Granite stone masonry
(first class) in cement mortar (1.6) in foundation
and plinth Per 1 cum.
a) Material
Rough stone granite including
Bond stone
Sand (screened &washed)
cement
0.04cum
b) Labour
Labour as per item No.6
Man mulia for mixing sand
and cement in small quantities
and gettering water
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
1009.20
1qntl
1073.60
/ cum
375.10
1009.20
64.37
1073.57
/ cum
1 cum
1cum.
148.00
148.00
0.24 cum
0.572 Qntl
1cum.
1Qntl
29.00
341.00
6.96
195.05
0.25 Nos
Each
55.00
514.65
13.75
87.84
966.25
Say Rs.
10 Coursed rubble hard Granite stone masonry
(first class) in cement mortar
(1.8) in foundation and plinth
Per 1 cum.
a) Material
Rough stone granite including
Bond stone
Sand (screened &washed)
cement
0.03cum
-77-
966.30
/ cum
1 cum
1cum.
148.00
148.00
0.24 cum
0.429 Qntl
1cum.
1Qntl
29.00
341.00
6.96
146.29
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
b) Labour
Labour as per item No.6
Man mulia for mixing sand
and cement in small quantities
and geting water
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
0.25 Nos
Say Rs.
11 Random rubble hard granite stone masonry
in clay or sand or gravel grouted in foundation
and plinth Per 1 cum.
a) Material
Rough stone granite including
Bond stone
Puddle clay or sand earth
or gravel grouted including
watering
b) Labour
Mason 2nd class
Man mulia
Woman Mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
Each
55.00
Total
912.60 / cum
Amount
Rs. P
6
514.65
13.75
82.96
912.61
1cum.
148.00
148.00
0.24 cum
1cum.
37.00
8.88
1.41 Nos
1.06 Nos
1.41 Nos
Each
Each
Each
75.00
55.00
55.00
105.75
58.30
77.55
39.85
438.33
1 cum
0.52
0.52
0.52
0.35
Nos
Nos
Nos
Nos
Say Rs.
-78-
4
Rate
Rs. P
5
1 cum
Say Rs.
12 Dry stone masonry or rough stone dry masonary
for guard walls and retaining walls with
hard granite stones
Per 1 cum.
a) Material
Rough stone granite including
Bond stone
b) Labour
Mason 2nd class
Semiskilled mulia
Man mulia
Woman Mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
Unit
438.30
/ cum
1cum.
148.00
148.00
Each
Each
Each
Each
75.00
65.00
55.00
55.00
39.00
33.80
28.60
19.25
26.87
295.52
295.50
/ cum
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
13 Rough stone dry packing in approns and
revetments with hard granite stones
(15cm to 30cm)
Per 1 cum.
a) Material
Rough stone granite including
spalls for filling and wedging
b) Labour
Mason special
stone packer
Woman Mulia
male mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
1 cum
0.17
0.35
0.52
0.52
Nos
Nos
Nos
Nos
Say Rs.
Unit
4
Rate
Rs. P
5
Amount
Rs. P
6
1cum.
148.00
148.00
Each
Each
Each
Each
85.00
65.00
55.00
55.00
14.45
22.75
28.60
28.60
24.24
266.64
266.60
/ cum
14 Removing old revetment and approns and
repacking with old stones
Per 1 cum.
a) Rate as per item No.13
Deduct
Cost of H.G. stone including 10% O.H.C
266.64
b) Add for dis-mantling
Man mulia
Woman Mulia
c) Overhead charges @ 10% on (b)
Total (a+b+c)
0.35 Nos
1 No
Say Rs.
15 Rough stones dry packing in approns and
revetment with hard granite stone
30cm and above size
Per 1 cum.
a) Rate as per item No.13
b) Man mulia extra for carryng
heavy stones
c) Overhead charges @ 10%on (b)
Total (a+b+c)
Each
Each
185.50
(-)
162.80
103.84
55.00
55.00
19.25
55.00
7.43
185.52
/ cum
266.60
0.35 Nos
Say Rs.
-79-
Each
287.80
55.00
Total
/ cum
19.25
1.93
287.78
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
16 Laterite stone masonry in cement mortar (1:8)
in foundation and plinth
Per 1 cum.
a) Materials
Rough dressed laterite stone
Sand (screened &washed)
cement
0.03cum
b) Labour
stone dresser or cutter,
Sangi mulia
Mason ( special )
Mason 2nd class
Man mulia
Man mulia for preparing
mortar and curring etc
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
1 cum
0.24 cum
0.429 Qntl
2.12
1.41
0.175
1.05
1.05
0.16
Nos
Nos
Nos
Nos
Nos
Nos
Say Rs.
17 Laterite stone masonry in cement mortar (1 : 6)
in foundationand plinth
Per 1 cum.
a) Rate as per item No.16
b) Add difference in cost including 10% O.H.C
of cement (0.572 - 0.429)Qntl=0.143 Qntl
Total (a+b)
0.143 Qntl
Unit
4
Rate
Rs. P
5
Amount
Rs. P
6
1cum.
1cum.
1 qntl
372.00
29.00
341.00
372.00
6.96
146.29
Each
Each
Each
Each
Each
Each
85.00
65.00
85.00
75.00
55.00
55.00
180.20
91.65
14.88
78.75
57.75
8.80
Total
1053.00 / cum
1qntl
375.10
95.73
1053.00
1053.00
53.64
1106.64
Say Rs.
18 Laterite stone masonry in cement mortar (1:4)
in foundationand plinth
Per 1 cum.
a) Rate as per item No.16
b) Add difference in cost including 10% O.H.C
of cement (0.858 - 0.428)Qntl=0.43 Qntl
Total (a+b)
1106.60
/ cum
1053.00
0.43 Qntl
Say Rs.
19 Laterite stone masonry in cement mortar (1 : 12)
in foundationand plinth
Per 1 cum.
a) Rate as per item No.16
b) Deduct cost including 10% O.H.C for less
cement (0.429-0.2868=0.1422Qntl)
Total (a-b)
1qntl
375.10
Total
1214.30 / cum
161.29
1214.29
1053.00
-0.142 Qntl
Say Rs.
-80-
1qntl
375.10
Total
999.70 / cum
-53.34
999.66
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
20 Laterite stone masonry in lime mortar (1:2)
in foundationand plinth
Per 1 cum.
Rate as per item No.16
Deduct cost including 10% O.H.C
cement as per item 16
Add-Cost of lime including 10% O.H.C
(Ghooting unslaked)
Total
-0.429
0.12 cum
Say Rs.
21 Laterite stone masonry in
clay in foundation and plinth
Per 1 cum.
a) Material
clay mortar for masonry work
Rough dressed laterite stone
b) Labour
stone dresser,
sangi mulia
Mason, 2nd class
Man mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
0.24 cum
1 cum
2.12
1.41
1.05
1.05
Nos
Nos
Nos
Nos
Say Rs.
22 Laterite block edge packing
Per 1 cum.
a) (Labour only)
stone packer
Semiskilled mulia
Man mulia
b) Overhead charges @ 10% on (a)
c) 2% sundries and T.&P. etc on (a).
Total (a+b+c)
0.71 Nos
0.71 Nos
0.71 Nos
Say Rs.
23 Laterite block packing flat (Labour only)
Per 1 cum.
a) (Labour only)
stone packer
Semiskilled mulia
Man mulia
b) Overhead charges @ 10% on (a)
c) 2% sundries and T.&P. etc on (a).
Total (a+b+c)
0.35 Nos
0.71 Nos
0.35 Nos
Say Rs.
-81-
Unit
4
Rate
Rs. P
5
1qntl
375.10
1cum.
1926.40
1123.30
Amount
Rs. P
6
1053.00
-160.92
231.17
1123.25
/ cum
1cum.
1cum.
37.00
372.00
8.88
372.00
each
each
each
each
85.00
65.00
75.00
55.00
180.20
91.65
78.75
57.75
78.92
868.15
868.20
each
each
each
147.10
each
each
each
98.70
Total
/ cum
65.00
65.00
55.00
46.15
46.15
39.05
13.14
2.63
147.11
/ cum
65.00
65.00
55.00
/ cum
22.75
46.15
19.25
8.82
1.76
98.73
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
24 Collecting scattered rubbles
and stacking within 50m lead
Per 1 cum.
a) Labour
Man mulia
b) Overhead charges @ 10% on (a)
c) 2% sundries and T.&P. etc on (a).
0.53 Nos
Say Rs.
25 Gravel backing to revetments
Per 1 cum.
a) Material
Gravel (moorum)
b) Labour
Man mulia for working up
with water to plastic state
Woman Mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
4
each
32.70
55.00
Total
/ cum
Amount
Rs. P
6
29.15
2.92
0.58
32.65
1cum.
45.00
45.00
0.71 Nos
each
55.00
39.05
0.35 Nos
each
55.00
19.25
10.33
113.63
113.60
/ cum
1 cum
1cum.
311.00
311.00
0.88 Nos
each
55.00
48.40
Say Rs.
Total
395.30 / cum
Note
Unit
1 For stone masonry in super structure add extra labour for
scaffolding to the rate in foundation and plinth
………………
cum
2 For stone masonry in well steining add extra towards extra
labour and scaffolding etc. to the rate in foundation and plinth …
cum
3 For dry stone masonry or rough stonedry masonry for well
steining add extra towards labour and scaffolding etc to the rate
of dry stone masonry for retaining walls (Item 12) ………………
cum
4 Where stone other than granite are used deduct the difference
between the cost of stones from the respective items
-82-
Rate
Rs. P
5
1 cum
Say Rs.
26 Metal spall backing in the rear
of wall steining or weep holes
of abutments and for deep
drains, per 1cum
a) Material
Hand broken granite metal
5cm size
b) Labour
Man mulia for lowering the
materials and packing
in the rear of the steining
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
Unit
35.94
395.34
Rate
41.90
71.70
58.50
Remarks
7
Quantity
Sl.
Rate
Amount
Description
Unit
Remarks
required
No.
Rs. P
Rs. P
1
2
3
4
5
6
7
5 When crusher broken metals and chips are used, the difference in cost between hand broken and
crusher broken materials in respective items are to be added.
6 For stone masonry work below ground level beyond 1.5m and upto 4.5m depth add 15 percent extra labour
over and above and above the rates of the respective item for lowering the materials
7 For stone masonary work below ground level beyond 4.5m and upto 7.5m depth and 20percent extra labour
over and above the rates of the respective items for lowering the materials.
8 10 per cent on the above rate will be allowed for the works being executed inside jail premises.
-83-
Sl.
Description
No.
1
2
1 10cm moorum flooring (Gravel)
per 1 Sqm.
a) Material
Gravel
b) Labour
Man mulia
Women mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
VIII. FLOORING
Quantity
required
3
Amount
Rs. P
6
cum
45.00
6.75
0.11 Nos
0.05 Nos
Each
Each
55.00
55.00
6.05
2.75
1.56
17.11
17.10
Total
/ Sqm
0.023 cum
1cum
494.00
11.36
0.012 cum
0.0858 Qntl
1cum
1qntl
29.00
341.00
0.35
29.26
0.03 Nos
Each
55.00
1.65
0.13 Nos
0.22 Nos
0.11 Nos
Each
Each
Each
85.00
55.00
55.00
11.05
12.10
6.05
7.18
79.00
Say Rs.
3 2.5cm thick artificial stone flooring (1:2:4) with
washed gravel including punning
Per 1sqm
a) Rate as per item No.2
…..
b) Deduct-The difference of
-0.023
rate for hard granite chips
and washed gravel
543.0-93.50 =449.50 including OHC
Total (a-b)
Say Rs.
4 2.5cm artificial stone flooring with cement
concrete (1:3:5) using 12mm size hand broken
granite chips including punning
per 1 Sqm.
a) Material
Hand broken granite chips
0.023
12mm size screened sand
(screened and washed )
0.0138
cement
0.0046cum
0.0658
-84-
4
Rate
Rs. P
5
0.15 cum
Say Rs.
2 2.5cm artificial stone flooring with cement
concrete (1:2:4) including punning using 12
mm size hand broken granites chips.
a) Material
Hand broken granite
Chips (12mm, screened)
sand (Screened and washed)
Cement
( 0.006 cum)
b) Labour
Man mulia for mixingchips
cement and sand in small
quantity and watering
Mason special
Women mulia
Man mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
Unit
79.00
cum
Total
/ Sqm
….. …..
cum
449.50
79.00
-10.34
68.66
68.70
/ Sqm
cum
1cum
494.00
11.36
cum
Qntl
1cum
1qntl
29.00
341.00
0.40
22.44
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
b) Labour
Labour as per item No.2
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
Unit
4
Rate
Rs. P
5
Amount
Rs. P
6
30.85
6.51
71.56
Say Rs.
5 2.5cm artificial stone flooring with cement
concrete (1:3:6) using 12mm size
hand broken granite chips including punning
per 1 sqm
a) Rate as per item No.2
b) Deduct-Difference in quantity
of cement due to less proportion
(0.006 cum - 0.0038cum)
0.0022 cum or, 0.031 Qntl. incl. OHC
Total (a-b)
-0.031 Qntl
71.60
1qntl
/ Sqm
375.10
79.00
-11.63
67.37
Say Rs.
6 2.5cm artificial stone flooring with
cement concrete (1:3:6) with washed gravel
including punning per 1 sqm
a) Rate as per item No.3 including OHC
b) Deduct-Difference in quantity
of cement due to less proportion including OHC
Total (a-b)
-0.031 Qntl
67.40
1qntl
/ Sqm
375.10
68.70
-11.63
57.07
Say Rs.
7 Flooring with 10cm. thick concrete broken
stone, hard granite in lime mortar and
renderd smooth with 9kgs of portland cement
per 1 sqm
a) Material
Concrete broken stone in lime
mortar (1:2) as per item
No.2 of concrete incl. OHC
cement
0.0005cum
b) Labour
Manson, special
Women mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
-85-
/ Sqm
0.10 cum
1cum
1006.50
100.65
0.0072 Qntl
1qntl
341.00
2.46
0.03 Nos
0.08 Nos
each
each
85.00
55.00
2.55
4.40
0.94
111.00
Say Rs.
8 Flooring with dry stone, jelly 10cm sand grouted
and finished the top with 12mm thick cement
plaster (1:3) including punning per 1 sqm
a) Material
Hand broken metal other than
Granite broken to 4cm size
Gravel (washed) for grouting
57.10
111.00
/ Sqm
0.10 cum
1cum
199.00
19.90
0.03 cum
1cum
85.00
2.55
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
b) Labour
Man mulia for ramming laying
gravel or sand for grouting
women mulia for watering
and ramming
plastering with cement mortar
(1:3) 12mm, thick (As per item
No.3 of plastering including OHC )
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
Unit
4
Rate
Rs. P
5
Amount
Rs. P
6
0.11 Nos
each
55.00
6.05
0.22 Nos
each
55.00
12.10
1sq
46.10
4.06
90.76
Say Rs.
9 10cm thick dry brick khoa well watered &
rammed to receive A.S.flooring
Per 1 sqm.
a) Material
K.B.brick khoa 4cm size
b) Labour
Mason 2nd class
Man mulia for ramming
women mulia for watering
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
1cum
239.00
33.46
0.05 Nos
0.16 Nos
0.22 Nos
each
each
each
75.00
55.00
55.00
3.75
8.80
12.10
5.81
63.92
0.14 cum
Say Rs.
11 Brick on edge flooring over one brick flat set
in cement mortal (1:8)
per 1 sqm
a) Material
1st class kiln burnt bricks of
size (25cm ×12cm×8cm)
Having crushing strength
not less than 75 Kg/cm2
sand (Screened and washed)
cement
0.0071 cum
b) Labour
Take 0.19 times of labour of
item No. 1 of brick masonry =0.19X271.30 =
Man mulia for mixing sand
and cement
c) Overhead charges @ 10% (a+b)
Total (a+b+c)
/ Sqm
0.14 cum
Say Rs.
10 10cm dry epidorite metal or any other hard
metal of 4cm size well watered and rammed
per 1 sqm
a) Labour as per item No.9
b) Add. Cost of hard metal
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
90.80
80 nos
63.90
1cum
57.80
/ Sqm
199.00
24.65
27.86
5.25
57.76
/ Sqm
1000
2192.00
175.36
0.06 cum
0.1015 Qntl
cum
1qntl
29.00
341.00
1.74
34.61
0.07 Nos
each
55.00
51.55
3.85
26.71
293.82
Say Rs.
-86-
293.80
/ Sqm
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
12 35mm thick marble chips flooring of dark, light
of medium shade rubbed and polished to
granolithic finish under layer 25mm thick C.C
(1:2:4) with 12m size black hard granitechips
and top layer 10mm thick with marble chips of
4 to 7 mm nominal size laid in cement marble
powder mix 3:1 (3 cement :1 marblepowder
by weight) in prop.4:7 (4 cement marble
powder mix :7 marble chips by volume.)
Per 1 sqm
Details of cost for 10sqm with
a) Material
ordinary cement.
Bottom layer
12mm size chips
sand (Screened & washed)
Cement
Top Layer Marble chips 4 mm. to 7mm size
Cement
Marble powder
Rate
Rs. P
5
Unit
4
Amount
Rs. P
6
0.23 cum
0.12 cum
0.754 Qntl
1cum
1cum
1Qntl
494.00
29.00
341.00
Total
113.62
3.48
257.11
374.21
1.4 Qntl
0.578 Qntl
0.1927 Qntl
1Qntl
1Qntl
1Qntl
458.00
341.00
309.00
Total
641.20
197.10
59.54
897.84
2.3
each
85.00
195.50
4.65
each
55.00
255.75
10.8
each
65.00
702.00
b) Labour
Mason special
Bottom layer
Manson, special(toplayer)
Mulia (Bottom layer)3.3Nos.
Mulia (top layer)=1.35 Nos
Semi-skilled mulia or rubbing
(top layer)
c) Overhead charges @ 10% (a+b)
Total (a+b+c)
1.3
1
242.53
2667.83
Rate per 1 Sqm = 2667.83
10
Say Rs.
Add for wax polishing
Total
-87-
=
266.80
8.50
275.30
266.78 / Sqm
/ Sqm
/ Sqm
Remarks
7
Sl.
Description
No.
1
2
13 31mm thick marble chips flooring of dark, light
of medium shade rubbed and polished to
graolithic finish under layer 25mm thick C.C
(1:2:4) with 6m size black hard granitechips
and top layer 10mm thick with marble chips of
4 to 7 mm nominal size laid in cement
marble powdermix 3:1
(3 cement :1 marblepowder by weight)
in prop.4:7 (4 cement marble powder
mix : 7 marble chips by volume)
Per 1 sqm
(Data for 10Sqm)
With ordinary cement a) Bottoml layer )same as Item No.-12
b) Top Layer
Marble chips
Cement
marble powder
c) Labour sameas item No.12
d) Overhead charges @ 10% on (a+b+c)
Total (a+b+c+d)
Quantity
required
3
Unit
4
Rate
Rs. P
5
Amount
Rs. P
6
374.21
0.872 Qntl
0.405 Qntl
0.135 Qntl
1qntl
1Qntl
1Qntl
458.00
341.00
309.00
399.38
138.11
41.72
1153.25
210.67
2317.34
Rate per 1 Sqm = 2317.34
=
231.73 / Sqm
10
Say Rs.
231.70 / Sqm
Wax polishing
8.50
Say Rs.
240.20 / Sqm
14 18mm thick marble chips skirting to dados with
dark light or medium shade rubbed and
polished to granolithic finish with under layer
12mm. Thick cement plaster (1:3) and top
layer 6mm thick with marble chips of 4to 7mm
nominal size said in cement marble powder
mix 3:1 (3cement :1 marble powder by weight)
in prop 4:7 (4 cement marble powder. Mix : 7 marble chips in volume)
per 1sqm
(Data for 10sqm)
with ordinary cement
a) Bottom layer
cement
0.715 Qntl
1qtn
341.00
243.82
sand (Screened & washed)
b) Top Layer
same as item No.13
c) Labour
Mason special (top layer)1.1No
0.15 cum
1cum
29.00
4.35
579.21
2.5 Nos
each
85.00
212.50
2.55 Nos
each
55.00
140.25
Mason special (Bottom layer)1.4
Mulia (Bottom layer)1.2Nos.
-88-
Remarks
7
Sl.
No.
1
Quantity
required
3
Description
2
Mulia (top layer)=1.35 Nos
Semi-skilled mulia or rubbing
d) Overhead charges @ 10% (a+b+c)
Total (a+b+c+d)
10.8 Nos
Rate
Rs. P
5
Unit
4
each
65.00
Total =
Rate per 1 Sqm = 2070.34
10
Say Rs.
Wax polishing
Total Rs.
15 Labour charges for fixing glass/ aluminium strips
in joints of marble chips floor per 1 metre
(Details for 10M)
a) Labour
Mason (2nd class)
Mulia
b) Overhead charges @ 10% on (a)
c) 5% sundries, including T & P
Total (a+b)
Rate per 1 m =
0.25 Nos
0.25 Nos
37.38
10
Say Rs.
16 Fixing tiles in floors treads or steps and landing
on 25mm thick bed of cement mortar 1:1
(1cement : 1sand) jointed with neat cement
slury mixed with pigment to match the shades
of the tiles including rubbing and polishing
complete excluding cost of precast tiles
per 1 sqm
(Data for 10sqm)
a) Material
Cement
0.13cum
1.857
sand (Screened & washed)
0.13
cement for slurry at the rate
of 4.4 kg/sqm
0.44
Cement for grouting
0.44
b) Labour
Mason, special
2.16
Semi-skilled mulia or rubbing
5.5
Mulia
2.16
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
Rate per 1 sqm = 1756.69
10
Say 175.70
Wax polishing =
8.50
184.20
-89-
=
Amount
Rs. P
6
702.00
188.21
2070.34
207.03 / Sqm
207.00 / Sqm
8.50
215.50 / Sqm
each
each
75.00
55.00
18.75
13.75
3.25
1.63
37.38
3.74 / RM
=
3.70 / RM
Qntl
cum
1qntl
1cum
341.00
29.00
633.24
3.77
Qntl
Qntl
1qntl
1qtn
341.00
341.00
150.04
150.04
Nos
Nos
Nos
each
each
each
85.00
65.00
55.00
183.60
357.50
118.80
159.70
1756.69
=
175.67
/ Sqm
Remarks
7
Quantity
Sl.
Description
required
No.
1
2
3
17 Fixing tiles in dados skirting and risers of steps
on 12mm thick cement plaster (1:3) jointed
with neat cement slurry mixed with pigments to
match the shade of the tiles including rubbing
and polishing complete excluding cost of
precast tiles.
per 1 sqm
(Details for 10sqm)
a) Material
a) Using oridinary cement
UNDER LAYER
Sand (screened & washed)
0.15 cum
cement
0.715 Qntl
cement for slury
0.66 Qntl
b) Labour
Mason (special)
3.25 Nos
Mulia
3.25 Nos
Semi-skilled mulia for rubbing
7.6 Nos
c) Overhead charges @ 10% on (a+b)
Total (a+b+c)
Rate per 1 sqm = 1564.45 =
10
Say 156.40
Wax polishing =
8.50
164.90
18 Extra labour for laying tile flooring on stair
treads not exceeding 30cm. in width
including cost of forming, nosing etc.
per 1 sqm
(Details for 10sqm)
a) Labour
Mason (special)
0.3 Nos
Helper (semi-skilled mulia)
0.3 Nos
Mulia
0.3 Nos
b) Overhead charges @ 10% on (a)
5% Sundries, T&P.,
Total (a+b)
Rate per 1 Sqm =
70.73
10
Say Rs.
19 Extra labour for making chequers of approved
pattern on cement concrete, flooring steps,
landing pavement or overplastered surface
per 1 sqm
(Data for 10sqm)
a) Labour
Mason (2nd class)
Semi-skilled mulia
0.36 Nos
0.36 Nos
-90-
Rate
Rs. P
5
Unit
4
Amount
Rs. P
6
1cum
1qntl.
1qntl.
29.00
341.00
341.00
4.35
243.82
225.06
each
each
each
85.00
55.00
65.00
276.25
178.75
494.00
142.22
1564.45
156.44
/ Sqm
each
each
each
=
85.00
65.00
55.00
25.50
19.50
16.50
6.15
3.08
70.73
7.07 / Sqm
7.10 / Sqm
each
each
75.00
65.00
27.00
23.40
Remarks
7
Sl.
Description
No.
1
2
b) Overhead charges @ 10% on (a)
c) 2% Sundries, etc.
Total (a+b+c)
Rate per 1sqm =
Quantity
required
3
56.45
10
Say Rs.
20 2.5 cm. Damp proof course with C.C. (1:2:4)
using 12mm. Size hard broken granite Chips
per1 Sqm.
a) Material
Hand broken granite chips
12mm. Size
Sand (Screened & washed)
Cement
b) Labour
Man Mulia
Mason special
Man Mulia for mixing chips,sand
and cement
c) Overhead charges @ 10% (a+b)
Total (a+b+c)
Amount
Remarks
Rs. P
6
7
5.04
1.01
56.45
5.64 / Sqm
5.60 / Sqm
0.023 cum
1cum.
494.00
11.36
0.012 cum
0.0754 Qntl
1cum.
1Qntl.
29.00
341.00
0.35
25.71
0.33 Nos
0.103 Nos
each
each
55.00
85.00
18.15
8.76
0.03 Nos
each
55.00
1.65
6.60
72.58
72.60 / Sqm
0.23 cum
0.12 cum
0.754 Qntl
1cum
1cum.
1Qntl.
494.00
29.00
341.00
113.62
3.48
257.11
0.357 Qntl
0.075 cum
0.114 Qntl
1Qntl.
1cum.
1Qntl.
341.00
29.00
341.00
121.74
2.18
38.87
kg
1kg.
83.00
66.40
2.7 Nos
8.56 Nos
1.62 Nos
each
each
each
85.00
65.00
55.00
229.50
556.40
89.10
0.8
-91-
4
=
Say Rs.
21 32mm. thick red oxide flooring, under layer
of 25mm. thick C.C. (1:2:4) with 12mm. Size
granite chips and top layer of 6mm. Thick
plaster cement red oxide mix, using 3.5kg. Of
red oxide per 50kg. of cement 1:3 finished
with a floating coat of cement and oxide mix
of same proportion:
Per 1 Sqm
( Data for 10 Sqm.)
a) Material
chips 0.23 Cum.
Sand (Screened & washed )
Cement
6mm. Colour topping
Cement
Sand (Screened & washed )
Cement for floating coat
Red oxide (3.5kg. Per
50kgs. Of cement)
11.40×3.5
50
b) Labour
Mason special
Semi-skilled mulia helper
Mulia
Rate
Rs. P
5
Unit
Quantity
Sl.
Description
required
No.
1
2
3
c) Overhead charges @ 10% (a+b)
Total (a+b+c)
Rate per 1 sqm = 1626.24
10
Say Rs.
Note
1) Rate have been arrived on hand broken chips and if crusher
broken chips used the difference in cost of materials to be
added to arrive at finished rate.
2) For flooring work in 1st floor or any additional floor add 5
percent extra labour over & above the rate of next lower floor.
3) For repair item of flooring in 1st. Floor or any additional floor
add 2 percent extra labour over & above the rate of next
lower floor.
4) For stone cladding to outer walls of 1st floor and subsequent
higher floors add 10 percent extra labour over and above the
next lower floor.
5) In case of stone cladding to outer walls & glazed tile fixing
on walls provision of semi-skilled mulia for rubbing & wax
polishing as in analysis will not be considered.
6) Fixing tiles in item No. 16,17 and 18 includes marble, kota,
khandalite, granite, kodapa, dholpuri stone, chequered tiles,
glazed tiles and terrazzo tiles etc.
7) For flooring work below ground level beyond 1.5m. And upto
4.5m. Depth add 5% extra labour over and above the rates
of the respective items for lowering the materials.
8) For flooring work below ground level beyond 4.5m. And upto
7.5m. Depth add 7% extra labour over and above the rate of
the respective items for lowering the materials.
9) 10% on the above rates will be allowed for the works being
executed inside jail premises.
-92-
Rate
Rs. P
5
Unit
4
=
Amount
Remarks
Rs. P
6
7
147.84
1626.24
162.62 / Sqm
162.60 / Sqm
Sl.
Description
No.
1
2
1 Priming 1 coat with any appproved
Primer (Labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Painter Special
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
IX. PAINTING
Quantity
required
3
Rate
Rs. P
5
Unit
4
0.5 Nos
0.5 Nos
each
each
85.00
55.00
78.4
9.3
8.43
=
0.75 Nos
0.75 Nos
0.07 Nos
each
each
each
8.40 / Sqm
85.00
55.00
55.00
63.75
41.25
3.85
10.89
2.18
121.92
121.92
9.3
=
Say Rs
3 Painting two coats with approved
paint on new wood work (labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Painter Special
Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
42.50
27.50
7.00
1.40
78.40
Say Rs
2 Painting 1 coat with any appproved
paint on new wood work (labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Painter Special
Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
Amount
Rs. P
6
1.25 Nos
1 No
0.1 Nos
each
each
each
13.11
13.10 / Sqm
85.00
55.00
55.00
106.25
55.00
5.50
16.68
3.34
186.77
186.77
9.3
=
Say Rs
-93-
20.08
20.10 / Sqm
Remarks
7
Sl.
Description
No.
1
2
4 Painting 1 coat with approved
paint on old wood work (labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Labour as per item 2
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
Quantity
required
3
Rate
Rs. P
5
Unit
4
108.85
10.89
2.18
121.92
121.92
9.3
=
13.11
Say Rs
5 Painting two coats with approved
paint on old wood work (labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Labour as per item 3
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
13.10 / Sqm
166.75
16.68
3.34
186.77
186.77
9.3
=
20.08
Say Rs
6 Coaltaring 1 coat (labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Man Mulia
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
1 No
61.6
9.3
20.10 / Sqm
each
=
55.00
Total
6.62
Say Rs
7 Coaltarring 2 coats (labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Man Mulia
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
Amount
Rs. P
6
1.5 Nos
92.4
9.3
Say Rs
-94-
6.60 / Sqm
each
=
55.00
5.50
1.10
61.60
55.00
9.94
9.90 / Sqm
82.50
8.25
1.65
92.40
Remarks
7
Sl.
Description
No.
1
2
8 Wood oiling 1 coat with a tinge
of paint (Labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
Quantity
required
3
1 No
0.07 Nos
Rate
Rs. P
5
Unit
4
each
each
55.00
55.00
65.92
9.3
=
1.75 Nos
0.1 Nos
each
each
7.09
7.10 / Sqm
55.00
55.00
96.25
5.50
10.18
2.04
113.97
113.97
9.3
=
12.25
Say Rs
10 French polishing to wood work
1 coat (labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Painter or polisher (special)
Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
55.00
3.85
5.89
1.18
65.92
Say Rs
9 Wood oiling 2 coats with a tinge
of paint (Labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
Amount
Rs. P
6
0.63 Nos
0.75 Nos
0.07 Nos
each
each
each
12.30 / Sqm
85.00
55.00
55.00
53.55
41.25
3.85
9.87
1.97
110.49
110.49
9.3
=
Say Rs
-95-
11.88
11.90 / Sqm
Remarks
7
Sl.
Description
No.
1
2
11 French polishing to wood work
2 coats (labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Painter or polisher (special)
Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
Quantity
required
3
1 No
1 No
0.1 No
Rate
Rs. P
5
Unit
4
each
each
each
85.00
55.00
55.00
162.96
9.3
=
0.25 Nos
0.25 Nos
0.07 Nos
17.52
17.50 / Sqm
each
each
each
85.00
55.00
55.00
21.25
13.75
3.85
3.89
0.78
43.52
43.52
9.3
=
Say Rs
13 Varnishing two coats to wood
work (labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Painter or polisher (special)
Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
85.00
55.00
5.50
14.55
2.91
162.96
Say Rs
12 Varnishing one coat to wood
work (labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Painter or polisher (special)
Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
Amount
Rs. P
6
0.5 Nos
0.5 Nos
0.1 Nos
each
each
each
4.68
4.70 / Sqm
85.00
55.00
55.00
42.50
27.50
5.50
7.55
1.51
84.56
84.56
9.3
=
Say Rs
-96-
9.09 / sqm
9.10 / Sqm
Remarks
7
Sl.
Description
No.
1
2
14 One coat of priming for bridges
including scaffolding above 4.60m.
to any height (labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Painter or polisher (special)
Semi-skilled Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes T&P etc. on (a)
Scaffolding L.S.
Total (a+b+c)=
Rate per 1 Sqm.
Quantity
required
3
0.68 Nos
0.68 Nos
0.07 Nos
Rate
Rs. P
5
Unit
4
each
each
each
85.00
65.00
55.00
57.80
44.20
3.85
10.59
2.12
2.20
120.76
120.76
9.3
=
Say Rs
15 Painting one coat over old girder
and built up girders of bridges
including scaffolding above 4.60m.
to any height (labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Painter or polisher (special)
Semi-skilled Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes, putty etc. on (a)
Scaffolding L.S.
Total (a+b+c)=
Rate per 1 Sqm.
Amount
Rs. P
6
1 No
1 No
0.07 No
each
each
each
12.98
13.00 / Sqm
85.00
65.00
55.00
85.00
65.00
3.85
15.39
3.08
3.27
175.59
175.59
9.3
=
Say Rs
16 Painting second coat over old girder
and built up girders of bridges
including scaffolding above 4.60m.
to any height (labour only)
Per 1 Sqm.
Data for 9.30 Sqm.
a) Labour
Painter or polisher (special)
Semi-skilled Man Mulia
Man Mulia for preparation of
surface.
0.75 Nos
0.75 Nos
0.1 Nos
-97-
each
each
each
18.88
18.90 / Sqm
85.00
65.00
55.00
63.75
48.75
5.50
Remarks
7
Sl.
Description
No.
1
2
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes T&P etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
Quantity
required
3
132.16
9.3
Rate
Rs. P
5
Unit
4
=
14.21
Say Rs
17 Finishing walls with water proofing
cement paint of approved shade on
old work one coat to give an even
shade exculding cost of paint.
Per 1 Sqm.
Data for 10 Sqm.
a) Labour
Painter or polisher (special)
Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes T&P etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
0.15 Nos
0.15 Nos
0.07 Nos
14.20 / Sqm
each
each
each
85.00
55.00
55.00
12.75
8.25
3.85
2.49
0.50
27.84
27.84
10
=
2.78
Say Rs
18 Finishing walls with water proofing
cement paint of approved shade on
new work two coat to give an even
shade exculding cost of paint.
Per 1 Sqm.
Data for 10 Sqm.
a) Labour
Painter or polisher (special)
Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries, brushes T&P etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
Amount
Remarks
Rs. P
6
7
11.80
2.36
132.16
0.22 Nos
0.22 Nos
0.1 Nos
2.80 / Sqm
each
each
each
85.00
55.00
55.00
18.70
12.10
5.50
3.63
0.73
40.66
40.66
10
=
Say Rs
19 Wall painting 1 coat with plastic
emulsion paint of approved shade
on old work to give an even shade
exculding cost of paint.
Per 1 Sqm.
Data for 10 Sqm.
a) Labour
Painter or polisher (special)
Man Mulia
Man Mulia for preparation of
surface.
0.36 Nos
0.36 Nos
0.07 Nos
-98-
each
each
each
4.07
4.10 / Sqm
85.00
55.00
55.00
30.60
19.80
3.85
Sl.
Description
No.
1
2
b) Overhead charges @ 10% on (a)
c) 2% Sundries, T&P etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
Quantity
required
3
60.765
10
Rate
Rs. P
5
Unit
4
=
6.08
Say Rs
20 Wall painting 2 coats with plastic
emulsion paint of approved shade
on new work to give an even shade
exculding cost of paint (For 10 Sqm.)
Painter (special)
a) Labour
Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries and T&P etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
6.10 / Sqm
0.54 Nos
each
85.00
45.90
0.54 Nos
0.10 Nos
each
each
55.00
55.00
29.70
5.50
8.11
1.62
90.83
90.83
10
=
9.08
Say Rs
21 Distempering one coat to walls with
distemper of approved shade on old
work to give an even shade
exculding cost of distemper.
Per 1 Sqm.
Data for 10 Sqm.
a) Labour
Painter (special)
Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries and T&P etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
Amount
Remarks
Rs. P
6
7
5.43
1.09
60.77
0.33 Nos
0.33 Nos
0.07 Nos
9.10 / Sqm
each
each
each
85.00
55.00
55.00
28.05
18.15
3.85
5.01
1.00
56.06
56.06
10
=
Say Rs
22 Distempering two coats to walls with
distemper of approved shade on new
work to give an even shade
exculding cost of distemper.
Per 1 Sqm.
Data for 10 Sqm.
a) Labour
Painter or polisher (special)
Man Mulia
Man Mulia for preparation of
surface.
0.52 Nos
0.52 Nos
0.1 Nos
-99-
each
each
each
5.61
5.60 / Sqm
85.00
55.00
55.00
44.20
28.60
5.50
Sl.
Description
No.
1
2
b) Overhead charges @ 10% on (a)
c) 2% Sundries and T&P etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
Quantity
required
3
Rate
Rs. P
5
Unit
4
87.70
10
=
8.77
Say Rs
23 Finishing plastered surfaces
of walls with plaster of paris &
marking smooth to receive
painting.(labour only)
Per 1 Sqm.
Data for 10 Sqm.
a) Labour
Painter 2nd class
Man Mulia
Man Mulia for preparation of
surface.
b) Overhead charges @ 10% on (a)
c) 2% Sundries and T&P etc. on (a)
Total (a+b+c)=
Rate per 1 Sqm.
0.5 Nos
0.5 Nos
0.07 Nos
77.12
10
each
each
each
=
8.80 / Sqm
75.00
55.00
55.00
b)
c)
d)
e)
7.70 / Sqm
Paints should be used as follows per 10M2
Primer 1 coatWood
Steel
Plastered surface
0.75lt.
0.54lt.
0.84lt.
1coat
2coats
0.75lt.
1.25lts
1coat
2coats
1.80lt.
2.80lt.
1coat
2coats
1.66kg.
2.50kg.
1coat
2coats
0.75lt.
1.25lt.
Painting wood and iron works
Coaltaring
Distemper-
Plastic paint
-100-
37.50
27.50
3.85
6.89
1.38
77.12
Total
7.71
Say Rs
NOTE
A) For painting of shutter including choukathsa) Batten and pannel - Take 2 1/4 times the opening
b) Glazed -Take 1 1/2 times the opening
c) 2/3 pannelled and 1/3 glazed - Take 2 times the opening
d) 1/3 pannelled and 2/3 glazed - Take 1 3/4 times the opening
e) 1/3 pannelled and glazed 2/3 venetian - Take 2 3/4 times the opening
f)
For window grating - Take 1/2 times the openings
g) Venetian and rolling shutters - Takes 3 times the openings.
B)
a)
Amount
Remarks
Rs. P
6
7
7.83
1.57
87.70
Sl.
No.
1
f)
Cement paint
Description
2
Quantity
required
3
1coat
2coats
Unit
4
Rate
Rs. P
5
1.66kg.
2.50kg.
1 For inside painting in each subsequent floor above ground level add 3
percent extra labour over and above the rates of ground floor.
2 For outside painting add 5 percent extra on labour for scaffolding over
and above the rates of next lower floor.
3 For repair item of painting add 2 percent extra labour to the respectives items.
4 10 percent excess on the above rates will be allowed in the works being
executed inside jail premises.
-101-
Amount
Rs. P
6
Remarks
7
X. PLASTERING
Quantity
Sl.
Description
required
No.
3
1
2
1
12mm. thick lime plaster (1:2) on brick work per 1
Sqm
a) Materials
Lime (Ghooting unslaked) including punning.
Sand (Screened and washed)
b) Labour
Grinding lime mortar as per item No. 1 of
concrete excluding 10% OHC .
Mason 2 nd class
Man Mulia
Women Mulia
c) Overhead charges @10% on (a+b)
Total(a+b+c)
Unit
4
0.008 cum
0.016 cum
1 cum
1 cum
1720.00
29.00
0.016
0.14
0.05
0.05
1 cum
Each
Each
Each
176.95
75.00
55.00
55.00
cum
Nos
Nos
Nos
Say Rs
2
20mm, thick lime plaster (1:2) for stone work per
1 Sqm.
a) Materials
Lime (Ghooting unslaked) including punning
Sand (Screened and washed)
Grinding lime mortar as per item No. 1 of
concrete excluding 10% OHC .
b) Labour
Mason (2nd class)
Man Mulia
Woman Mulia
c) Overhead charges @10% on (a+b)
Total(a+b+c)
12mm. thick cement plaster (1:3) on brick work
per
1 Sqm
a) Materials
Sand (Screened and washed)
Cement
Man mulia for mixing sand and cement in small
quantities and Watering
b) Labour
13.76
0.46
2.83
10.50
2.75
2.75
3.31
36.36
36.40 / Sqm
1 cum
1720.00
18.92
0.022 cum
1 cum
29.00
0.64
0.022 cum
1 cum
176.95
3.89
0.16 Nos
0.11 Nos
0.11 Nos
Each
Each
Each
75.00
55.00
55.00
0.015 cum
0.0715 Qntl
0.02 Nos
1 cum
1Qntl
Each
Labour as per lime plaser on brick works as per
items (I)
c) Overhead charges @10% on (a+b)
Total(a+b+c)
Say Rs
-102-
Amount
Rs. P
6
0.011 cum
Say Rs
3
Rate
Rs. P
5
12.00
6.05
6.05
4.76
52.31
52.30 / Sqm
29.00
341.00
55.00
0.44
24.38
1.10
16.00
4.19
46.11
46.10 / Sqm
Remarks
7
Sl.
Description
No.
1
2
4
12mm. thick cement plaster (1:6) for brick work
per 1 Sqm
a) Materials
Sand (Screened and washed)
Cement
0.0025 cum
b) Labour
Labour as per item No3
c) Overhead charges @10% on (a+b)
Total(a+b+c)
Quantity
required
3
0.015 cum
0.0358 Qntl
….
Rate
Rs. P
5
Unit
4
1cum
1Qntl
……
Say Rs
5
12mm. Thick cement plaser (1:8) for brick work
per 1 Sqm.
a) Rate as per item No.4
b) Deduct - Difference in cost of cement including
OHC (0.0225-0.0019) = 0.0006cum or
0.0086Qntl
Total(a-b)
…
12mm thick cement plaster (1 : 4) over brick
work with cement punning for skirting per 1 Sqm.
a) Materials
Sand(Screened and washed)
Cement
0.0045 cum
b) Labour
Manson 2nd Class
Man Mulia
Women Mulia
Man Mulia for mixing
Sand & Cement
c) Overhead charges @10% on (a+b)
Total(a+b+c)
-0.0086
1qntl
0.015 cum
0.0644 Qntl
0.15
0.04
0.05
0.02
Nos
Nos
Nos
Nos
12mm thick cement plaster (1:4) over brick work
including cement punning and bitumen painting
over top of wall
per 1 Sqm.
a) Rate as per item No.6
1Sqm
b) Add for bitumen painting one coat
1Sqm
Total(a+b)
20mm. thick cement plaster (1:6) for stone work
per
1 Sqm.
a) Materials
Sand ( Screened and washed )
Cement
0.004 cum
-103-
0.021 cum
0.057 Qntl
375.10
-3.23
29.47
29.50 / Sqm
1cum
1Qntl
29.00
341.00
0.44
21.96
Each
Each
Each
Each
75.00
55.00
55.00
55.00
11.25
2.20
2.75
1.10
…. …
…. ….
Say Rs
8
17.10
2.97
32.72
32.70 / Sqm
32.70
Say Rs
7
0.44
12.21
.. …
Say Rs
6
29.00
341.00
Amount
Rs. P
6
1 cum
1Qntl
3.97
43.66
43.70 / Sqm
43.70
6.60
50.30
50.30 / Sqm
29.00
341.00
0.61
19.44
Remarks
7
Sl.
Description
No.
1
2
b) Labour
Man mulia for mixing sand and cement in small
quantities and watering
Labour as per lime plaster on stone work
(Vide item 2 )
c) Overhead charges @10% on (a+b)
Total(a+b+c)
Quantity
required
3
0.02 Nos
Unit
4
Each
20 mm. thick cement plaster ( 1 : 8) for stone
work
per 1Sqm.
a) Rate as per item No. 8
b) Deduct - difference in cost of cement including
OHC
Total(a-b)
11 Lime flush pointing to brick masonry (1:1 1/2) per
1 Sqm
a) Materials
Lime (ghooting unslacked)
Sand ( Screened and washed)
Grinding lime mortar as per item No. 1 of
concrete excluding 10% OHC and 2% T&P.
b) Labour
Mason (2nd class)
Man Mulia
Women Mulia
c) Overhead charges @10% on (a+b)
Total(a+b+c)
-0.0143 Qntl
1 qntl
1.10
24.10
4.52
49.77
49.80 / Sqm
375.10
-5.36
44.44
44.40 / Sqm
0.006 cum
0.006 cum
1 cum
1 cum
1720.00
29.00
10.32
0.17
0.009 cum
1 cum
176.95
1.59
0.11 Nos
0.05 Nos
0.11 Nos
Each
Each
Each
75.00
55.00
55.00
0.0045
0.006
1cum
1 cum
1720.00
29.00
7.74
0.17
0.009
1 cum
176.95
1.59
Each
Each
Each
75.00
55.00
55.00
0.13 Nos
0.05 Nos
0.11 Nos
8.25
2.75
6.05
2.91
Total =
32.05
Say Rs
32.10 / Sqm
Say Rs
-104-
Amount
Rs. P
6
49.80
Say Rs
10 Lime flush pointing to stone masonary (1 : 1.5)
Per 1 Sqm
a) Materials
Lime ( Ghooting unslaked)
Sand (screened & washed)
Grinding lime mortar as per item No. 1 of
concrete excluding 10% OHC and 2% T&P.
b) Labour
Mason ( 2 nd class)
Man Mulia
Women Mulia
c) Overhead charges @10% on (a+b)
Total(a+b+c)
55.00
….. ….
Say Rs
9
Rate
Rs. P
5
9.75
2.75
6.05
2.81
30.86
30.90 / Sqm
Remarks
7
Sl.
Description
No.
1
2
12 Cement flush pointing to stone masonry (1 :3)
per 1 Sqm.
a) Materials
Sand ( screened & washed)
Cement
0.003 cum
b) Labour
Man mulia for mixing cement and sand in small
quantities and watering.
labour as per lime flush pointing to stone masonry
(vide item 10)
c) Overhead charges @10% on (a+b)
Total(a+b+c)
Quantity
required
3
Unit
4
1cum
1qntl
29.00
341.00
0.26
14.66
0.009 Nos
Each
55.00
0.50
Cement flush pointing to brick masonry ( 1 : 3)
per1 Sqm
a) Materials
Sand
( Screed and washed)
0.006
Cement
0.002 cum
0.0286
b) Labour
Man Mulia for mixing cement and sand in small
quantities and getting water for mixing
0.006 Nos
Labour as per lime flush pointing to brick masonry
(Vide item 11)
….
c) Overhead charges @10% on (a+b)
Total(a+b+c)
0.018
0.043
………
29.00
341.00
0.17
9.75
Each
55.00
0.33
……… ……….
1cum
1qntl
16 mm thick cement plaster (1:8) over brick or
stone masonry per 1Sqm
a) Materials
Sand (Screened and washed)
Cement
b) Labour
Labour as per item No. 14
c) Overhead charges @10% on (a+b)
Total(a+b+c)
0.018
0.0329
1cum
1qntl
Say Rs
-105-
18.55
2.88
31.69
31.70 / Sqm
29.00
341.00
0.52
14.66
………… ………
Say Rs
15
17.05
3.25
35.72
35.70 / Sqm
1cum
1qntl
Say Rs
14 16 mm. thick cement plaster (1 :6) over brick or
stone masonry per 1Sqm.
a) Materials
Sand (screened and washed)
Cement
0.003 cum
b) Labour
Labour as per item No. 8
c) Overhead charges @10% on (a+b)
Total(a+b+c)
Amount
Rs. P
6
0.009
0.043
Say Rs
13
Rate
Rs. P
5
25.20
4.04
44.42
44.40 / Sqm
29.00
341.00
0.52
11.22
25.20
3.69
40.63
40.60 / Sqm
Remarks
7
Quantity
Sl.
Description
required
No.
1
2
3
16 12mm. thick cement plaster (1:4) over brick work
per 1 Sqm.
a) Materials
Sand (Screened and washed)
0.015
Cement
0.0038 cum
0.0543
b) Labour
Labour as per cement plaster (1:6) for brick work
in item No.4
……….
c) Overhead charges @10% on (a+b)
Total(a+b+c)
17
20mm. thick cemet plaster (1:4) per 1Sqm
a) Materials
Sand (Screened and washed)
Cement
b) Labour
Labour as per 20 mm, thick cement plaster (1:6)
vide Item.No.8
c) Overhead charges @10% on (a+b)
Total(a+b+c)
0.021
0.0744
Unit
4
1cum
1qntl
12mm. thick sand and mud plaster er 1 Sqm
a) Labour
Manson (2nd Class)
Woman mulia
Man mulia for preparation of mortar and watering
b) Overhead charges @10% on (a)
c) 10% preparation of mud and cowdung
including cost of mud, sand and cowdung
Total(a+b+c)
0.108 Nos
0.04 Nos
0.012 Nos
0.44
18.52
17.10
3.61
Total =
39.66
Say Rs
39.70 / Sqm
1cum
1qntl
Each
Each
Each
Say Rs
-106-
29.00
341.00
Amount
Rs. P
6
……… ………….
Say Rs
18
Rate
Rs. P
5
29.00
341.00
0.61
25.37
25.20
5.12
56.30
56.30 / Sqm
75.00
55.00
55.00
8.10
2.20
0.66
1.10
1.10
13.15
13.20 / Sqm
Remarks
7
Sl.
Description
No.
1
2
19 Cement flush pointing to tile celiing (1:3) size of
tiles
30 cm ×15cm. Per 1Sqm.
a) Materials
Cement
Sand (Screened and washed)
b) Labour
Manson (Special)
Women mulia
Man Mulia for preparation of mortar and watering
c) Overhead charges @10% on (a+b)
d) Add - Extra for scaffolding
Total(a+b+c+d)
Quantity
required
3
0.0257
0.0055
Unit
4
341.00
29.00
8.76
0.16
0.057 Nos
0.081 Nos
Each
Each
85.00
55.00
4.85
4.46
0.012 Nos
Each
55.00
Cement rule pointing including racking out joints
(1 :3) over brick work per 1Sqm.
a) Materials
Cement
0.0018 cum
0.02574
Sand (Screened and washed)
0.0055
b) Labour
Manson (Special)
0.054 Nos
Mason (2nd class)
0.108 Nos
Woman mulia
0.162 Nos
Man mulia for Preparation of morter and watering
etc
0.012 Nos
c) Overhead charges @10% on (a+b)
Total(a+b+c)
Cement rule pointing (1:3) including racking out
joints over brick work per 1Sqm(Labour only)
a) Labour
Manson (Special)
Woman mulia
man mulia for Preparation of mortar and watering
b) Overhead charges @10% on (a)
c) 2% sundries including watering for curing racking
out joints, tools and plants etc.
Total(a+b+c)
0.108 Nos
0.18 Nos
0.012 Nos
341.00
29.00
8.78
0.16
Each
Each
Each
85.00
75.00
55.00
4.59
8.10
8.91
Each
55.00
Each
Each
Each
Say Rs
-107-
0.66
1.89
0.64
21.41
21.40 / Sqm
1qntl
1cum
Say Rs
21
Amount
Rs. P
6
1qntl
1cum
Say Rs
20
Rate
Rs. P
5
0.66
3.12
34.32
34.30 / Sqm
85.00
55.00
55.00
9.18
9.90
0.66
1.97
0.39
22.11
22.10 / Sqm
Remarks
7
Quantity
Sl.
Description
required
No.
1
2
3
22 Pebble dashed plaster with black hard granite
chips 12mm. Size & 12mm. Thick cement plaster
(1:4) per 1 sqm
……
a) Rate of 12 mm thick cement plaster (1:4) as per
item No 16 excluding OHC
b)
Hard black granite chips 12 mm size hand broken
0.0091
c) Labour
Manson (Special)
0.155 Nos
Man Mulia
0.135 Nos
d) Overhead charges @10% on (a+b+c)
Total(a+b+c+d)
Unit
4
36.05
1 cum
494.00
Each
Each
85.00
55.00
0.0152
13.18
7.43
6.11
67.26
67.30 / Sqm
0.081 Nos
0.108 Nos
1 cum
85.00
Each
Each
85.00
55.00
Say Rs
Lime rule pointing over brick work with the
admixture of surki per 1Sqm.
a) Materials
Ghooting lime unslacked
Surki ( C. B Brick)
b) Labour
Manson (Special)
Woman Mulia
0.0024
0.0035
Man Mulia for Preparation of mortar and watering
c) Overhead charges @ 10% on (a+b)
Total(a+b+c)
2.5 cum. thick surki beaten plaster ( 1:2) per 1
Sqm
a) Materials
Ghooting lime unskacked
Surki screened clampburnt
-108-
36.05
1.29
6.89
5.94
5.02
55.19
55.20 / Sqm
1 cum
1 cum
1720.00
301.00
4.13
1.05
0.162 Nos
0.162 Nos
Each
Each
85.00
55.00
13.77
8.91
0.014 Nos
Each
55.00
Say Rs
25
4.50
Rusticated (gravel planted) plaster with cement
plaster 12mm. thick (1:4) and washed gravel per
1 Sqm.
a) Rate for 12 mm. thick cement plaster (1 :4) as per
item
No. 16 excluding OHC
b) Cost of washed gravel
c) Labour
Manson (Special)
Man Mulia
d) Overhead charges @10% on (a+b+c)
Total(a+b+c+d)
24
Amount
Rs. P
6
…..
Say Rs
23
Rate
Rs. P
5
0.0122
0.0244
1 cum
1 cum
0.77
2.86
31.49
31.50 / Sqm
1720.00
301.00
20.98
7.34
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
b) Labour
Manson (2nd class)
Man Mulia
Woman Mulia
c) Overhead charges @ 10% on (a+b)
Total(a+b+c)
0.162 Nos
0.108 Nos
0.216 Nos
Unit
4
Each
Each
Each
Say Rs
26
6 mm thick cement plaster
(1 : 4) finished
smooth per 1 Sqm. Sand ( Screened & Washed).
a) Materials
Cement
0.0019 cum
b) Labour
Labour as per cement plaster
(1 : 6) for brick
work items
No 4.
c) Overhead charges @ 10% on (a+b)
Total(a+b+c)
12.15
5.94
11.88
5.83
64.13
64.10 / Sqm
29.00
0.22
0.0271
1 Qtl
341.00
9.24
0.0075
0.0372
1 cum
1Qntl
17.10
2.66
29.21
29.20 / Sqm
29.00
341.00
0.22
12.69
17.10
0.05 Nos
Each
0.018
0.053
0.18
0.11
0.11
0.02
Nos
Nos
Nos
Nos
55.00
2.75
3.28
36.03
36.00 / Sqm
1Cum
1 Quintal
29.00
341.00
Each
Each
Each
Each
75.00
55.00
55.00
55.00
Say Rs
-109-
75.00
55.00
55.00
1 cum
Say Rs
28 16 mm thick cement plaster (1:6) over brick or
stone masonary including punning . Per 1 Sqm.
a) Materials
Sand ( screened & washed)
Cement
b) Labour
Mason ( 2nd class)
Man Mulia
Woman Mulia
man mulia for mixing sand & cement
c) Overhead charges @ 10% on (a+b)
Total(a+b+c)
Amount
Rs. P
6
0.0075
Say Rs
27 6 mm thick cement plaster (1:4) to R CC surfaces
finished smooth including closed deep chiping and
slury treatment. Per 1 Sqm
a) Materials
Sand(Screened & Washed)
Cement
0.0026 cum
b) Labour
Labour as per cement plaster (1 : 6) for brick work
items No 4.
Labour for closed deep chipping & cleaning
Man Mulia
c) Overhead charges @ 10% on (a+b)
Total(a+b+c)
Rate
Rs. P
5
0.52
18.07
13.50
6.05
6.05
1.10
4.53
49.82
49.80 / Sqm
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
29 Cement punning per Sqm.
a) Materials
Cement
0.0008 cum
b) Labour
Mason (Special)
Woman mulia
c) Overhead charges @ 10% on (a+b)
Total(a+b+c)
0.0114
0.027 Nos
0.027 Nos
Rate
Rs. P
5
Unit
4
1Qntl
341.00
3.89
Each
Each
85.00
55.00
2.30
1.49
0.77
8.43
Say Rs
30 White washing 1 coat with shell lime Per 1 Sqm.
Data for 93Sqm.
a) Materials
Shell lime unslacked
b) Labour
Painter (2nd class)
Man Mulia
c) Overhead charges @ 10% on (a+b)
Total(a+b+c)
31
a)
b)
c)
32
a)
b)
c)
11.8
0.75 Nos
0.5 Nos
Rate per 1 Sqm = 260.87
93
Say Rs.
White washing 1 coat with stone lime,
per 1Sqm,
Data for 93 Sqm
Materials
Stone lime (unslaked)
0.021
Labour
Labour as per white washing with shell lime item
30
Overhead charges @ 10% on (a+b)
Total(a+b+c)
Rate per 1 Sqm = 126.78
93
Say Rs.
White washing two coats with Shell lime per 1
Sqm
Data for 93 Sqm.
Materials
Shell lime ( unslaked)
18.66
Labour
painter (2nd class)
1 Nos
Man Mulia
0.75 Nos
Overhead charges @ 10% on (a+b)
Total(a+b+c)
Rate per 1 Sqm = 394.71
93
Say Rs.
-110-
Amount
Rs. P
6
8.40 / Sqm
1kg
13.00
153.40
Each
Each
75.00
55.00
56.25
27.50
23.72
260.87
=
2.81 / Sqm
2.80 / Sqm
1 cum
1500.00
31.50
83.75
11.53
126.78
=
1.36 / Sqm
1.40 / Sqm
1kg
13.00
242.58
Each
Each
75.00
55.00
75.00
41.25
35.88
394.71
=
4.24 / Sqm
4.20 / Sqm
Remarks
7
Sl.
No.
1
Quantity
required
3
Description
2
33 White washing 2 coat with stone lime per 1Sqm
Data for 93 Sqm.
a) Materials
Stone lime unslaked
0.032
b) Labour
Labour as per white washing two coats with shell
lime item 32
…
c) Overhead charges @ 10% on (a+b)
Total(a+b+c)
Rate per 1 Sqm = 180.68
93
Say Rs.
34 White washing 3 coats with shell lime per 1Sqm
Data for 93 Sqm
a) Materials
Shell lime unslaked
b) Labour
Painter (2nd class)
Man mulia
c) Overhead charges 10% on (a+b)
23.32
1.5 Nos
1 Nos
Rate
Rs. P
5
Unit
4
1 cum
……
=
116.25
16.43
180.68
1.94 / Sqm
1kg
13.00
303.16
Each
Each
75.00
55.00
112.50
55.00
47.07
Total =
Rate per 1 Sqm = 517.73
93
Say Rs.
White washing 3 coats with stone lime per 1Sqm
Data for 93 Sqm
a) Materials
Stone lime unslaked
b) Labour
Labour as per white washing 3 coats with shell
lime (item 34)
c) Overhead charges @ 10% on (a+b)
Total(a+b+c)
0.0425
…
Rate per 1 Sqm = 254.38
93
Say Rs.
-111-
48.00
1.90 / Sqm
Total(a+b+c)
35
1500.00
Amount
Rs. P
6
=
517.73
5.57 / Sqm
5.60 / Sqm
1 cum
1500.00
……
=
63.75
167.50
23.13
254.38
2.74 / Sqm
2.70 / Sqm
Remarks
7
Quantity
Sl.
Description
required
No.
1
2
3
36 Colour washing 1 coat with Shell lime and
colouring materials per 1 Sqm.
Data for 93 Sqm
a) Rate for white washing one coat with shell lime
(vide item No. 30)
..
b) Add for extra labour and colouring materials.
….
Total(a+b)
Rate per 1 Sqm = 278.87
93
Say Rs.
37 Colour washing one coat with stone lime and
colouring materials per 1 Sqm
Data for 93 Sqm.
a) Rate for white washing one coat with shell lime
(vide item No. 31)
b) Add for extra labour and colouring materials.
Total(a+b)
….
Rate per 1 Sqm = 144.78
93
Say Rs.
38 Colour washing two coats with shell lime and
colouring mateials per 1 Sqm
Data for 93 Sqm.
a) Rate for white washing two coats with shell lime
( vide item No. 32)
b) Add for extra labour and colouring materials
Total(a+b)
…
Rate per 1 Sqm = 419.71
93
Say Rs.
39 Colour washing two coats with Stone lime and
colouring materials per 1Sqm.
Data for 93 Sqm.
a) Rate for white washing 2 coat with stone lime
(vide item NO.33)
b) Add for extra labour and colouring materials.
Total(a+b)
…
Rate per 1 Sqm = 210.68
93
Say Rs.
-112-
Rate
Rs. P
5
Unit
4
… ..
……
=
Amount
Rs. P
6
260.87
18.00
278.87
3.00 / Sqm
3.00 / Sqm
….. ….
=
126.78
18.00
144.78
1.56 / Sqm
1.60 / Sqm
……
=
394.71
25.00
419.71
4.51 / Sqm
4.50 / Sqm
…. ….
=
180.68
30.00
210.68
2.27 / Sqm
2.30 / Sqm
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
40 Cement washing 1 coat per 1 Sqm
Data for 93 Sqm
a) Materials
Cement
0.07 cum
b) Labour
Labour as per white washing one coat (item
No.31)
Extra labour for mixing cement for aplication
c) Overhead charges @ 10% on (a+b)
Total(a+b+c)
1.001
0.5 Nos
Rate per 1 Sqm = 497.85
93
Say Rs.
42
a)
b)
c)
4
1Qntl
…
41 Cement washing two coats per 1 Sqm
Data for 93 Sqm
a) Materials
Cement
0.105 cum
b) Labour
Labour as per white washing two coat (item No
32)
Extra labour for mixing cement for application (
Man Mulia)
c) Overhead charges @ 10% on (a+b)
Total(a+b+c)
Rate
Rs. P
5
Unit
341.00
341.34
…. ….
Each
55.00
83.75
27.50
45.26
497.85
=
1.5015
1Qntl
Rate per 1 Sqm = 744.33
93
Say Rs.
Mud and cowdung leaping per 1Sqm
Data for 9.3 Sqm
Labour
Woman mulia
0.33 Nos
Overhead charges @ 10% on (a)
2% sundries, gum indigo and brushes on (a)
Total(a+b+c)
=
-113-
341.00
512.01
116.25
Each
43 Plastering inside the well steining (labour only)
per 1 Sqm.
Data for scaffolding lowering material , etc
a) Labour
Mason (Special)
Man Mulia
Woman mulia
5.35 / Sqm
5.40 / Sqm
0.88 Nos
Rate per 1 Sqm =
Amount
Rs. P
6
20.33
9.3
Say Rs.
0.5
0.5
1
55.00
48.40
67.67
744.33
8.00 / Sqm
8.00 / Sqm
Each
=
55.00
18.15
1.82
0.36
20.33
2.19 / Sqm
2.20 / Sqm
Nos
Nos
Nos
Each
Each
Each
85.00
55.00
55.00
42.50
27.50
55.00
Remarks
7
Quantity
required
3
Sl.
Description
No.
1
2
b) Overhead charges @ 10% on (a)
c) 2% sundries, gum indigo and brushes on (a)
Total(a+b+c)
…
…
Rate
Rs. P
4
5
…. ….
……
Total
Unit
Amount
Remarks
Rs. P
6
7
12.50
2.50
140.00
Rate for Sqm=
15.05
Say Rs.
15.10 / Sqm
Note (I) For inside cement or lime plaster or pointing in each subsequent floor above ground
floor add 3 percent extra labour over and above the rates of next lower floor.
(ii) For inside white washing, colour washing, and cement washing in each subsequent
floor above ground floor add 3 percent extra labour over and above the rates to next lower floors.
(iii) For repair items of white washing and colour washing inside add 2 percent extra
labour to the respective items of next lower floor.
(iv) For repair items of plastering add 2 percent extra labour to the resepctive items of next lower floor.
(v) For out side cement plaster, white washing, colour washing and cement washing
add 5 percent extra labour for scaffolding etc. over and above the rates of next lower floor.
(vi) for plastering, pointing, cement washing, white washing and colour washing works
below ground level beyond 1.5m and uto 4.5m depth add 5 percent extra labour over
and above the rates of the resepctive item for lowering the materilas.
(vii) for plastering , pointing, cement washing, white washing and colour washing works
below ground level beyond 4.5m and upto 7.5m depth and 7 percent extra labour over
and above the rates of the respective items for lowring the materials.
(viii) 10 percent excess on the above rates will be allowed in the works being executed inside jail premises.
-114-
XI ROOFING
Quantity
Sl.
Description
required
No.
3
1
2
1 20cm to 25cm. Single Nuria tiles roofing with cement
mortar (1:6) borders 23cm×5cm at 1.8 meters intervals
complete per 1 sqm.
Data for 9.3 sqm.
a) Materials
Nuria tiles 20cm to 25 cm long
1000 Nos
Cement
0.0372 cum
0.530 qtl
Sand(Screened and Washed)
0.19 cum
b) Labour
Gharami or Thacher
2 Nos
Mason (Second class) for forming
cement mortar border
0.25 Nos
Woman Mulia
0.50 Nos
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm =
974.04 =
9.3
Say Rs.
2 25cm to 30cm.long Single Nuria tiles roofing with
cement mortar(1:6) borders 23cm×5cm at 1.80 meters
intervals complete per 1 sqm.
Data for 9.3 sqm.
a) Materials
Nuria tiles 25cm to 30 cm
b) Labour
Labour and other materials as per
item NO.1
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm =
3 20cm to 25cm. Long double Nuria tiles roofing with
cement mortar(1:6) borders 23cm×5cm at 1.80 meters
intervals complete per 1 sqm.
Data for 9.3 sqm.
a) Materials
Nuria tiles 20cm to 25 cm
Cost of cement and sand
mortar as in Item No.1
b) Labour
Gharami or Thatches
Labour as per item No.1above
(except Gharami)
-115-
Unit
4
1000
qtl
cum
523.00
341.00
29.00
523.00
180.73
5.51
Each
65.00
130.00
Each
Each
75.00
55.00
18.75
27.50
88.55
974.04
-
104.74 / Sqm
104.70 / Sqm
800 Nos
1000
-
968.10 =
9.3
Say Rs.
2000 Nos
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
647.00
517.60
362.49
88.01
968.10
-
104.10 / Sqm
104.10 / Sqm
1000
523.00
1046.00
186.24
3 Nos
Each
65.00
195.00
46.25
Quantity
required
3
Sl.
Description
No.
1
2
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
-
Unit
4
-
Rate per 1 Sqm = 1620.84 =
9.3
Say Rs.
4 25cm to 30cm. Long double Nuria tiles roofing cement
mortar (1:6)borders 23cm×5cm at 1.8 meters intervals
complete per 1 sqm.
Data for 9.3 sqm.
a) Materials
Nuria tiles 25cm to 30 cm long
b) Labour
Labour and other materials as per
item NO.3
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
5
a)
b)
c)
6
a)
-116-
174.28 / Sqm
174.30 / Sqm
1600 Nos
Rate per 1 Sqm = 1608.96
9.3
Say Rs.
Roofing with pan tiles with cement mortar(1:6) border
23cm×5cm at 1.80 meter intervals, complete
per 1 sqm
Data for 9.3 sqm.
Materials
Pan tiles
2400
Cement
0 .0372
0.530
Sand(Screened and Washed)
0.19
Labour
Mason (special)
1.25
Man Mulia
1
Woman Mulia
3.5
Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm = 1193.27
9.3
Say Rs.
Roofing with an flat and pan tiles and cement mortar
(1:6)borders 23cm ×5cm at 1.80 meters intervals,
complete per 1 sqm
Data for 9.3 sqm.
Materials
Pan tiles
2400
Flat tiles 14cm×14 cm×1cm
500
Unslacked shell lime for white
washing underneath the flat tiles
2
Cement
0.105
1.50
Sand(Screened and Washed)
0.30
1000
-
=
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
147.35
1620.84
647.00
Total =
1035.20
427.49
146.27
1608.96
173.01 / Sqm
173.00 / Sqm
Nos
1000
qtl
Cum
Nos Each
Nos Each
Nos Each
=
227.00
341.00
29.00
544.80
180.73
5.51
85.00
55.00
55.00
106.25
55.00
192.50
108.48
1193.27
128.31 / Sqm
128.30 / Sqm
Nos
Nos
1000
1000
227.00
222.00
544.80
111.00
kg
qtl
Cum
13.00
341.00
29.00
26.00
511.50
8.70
Quantity
required
3
Sl.
Description
No.
1
2
b) Labour
Mason (special)
Man Mulia
Woman Mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
2
1
5
Unit
4
Nos
Nos
Nos
Rate per 1 Sqm = 1872.20 =
9.3
Say Rs.
7 Roofing with pan tiles over existing G.C.I. Sheet or
A.C. sheet per 1 sqm
Data for 9.3 sqm.
a) Materials
Pan tiles
b) Labour
Mason (special)
Man Mulia
Woman Mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm =
9 Shifting pan tiles (labour only)
per 1 sqm
Data for 9.3 sqm.
a) labour
Mason (2nd class)
Woman Mulia
b) Overhead charges @ 10% on (a)
201.30 / Sqm
1800 Nos
1000
227.00
408.60
1 Nos
1 Nos
3 Nos
Each
Each
Each
85.00
55.00
55.00
85.00
55.00
165.00
71.36
784.96
784.96 =
9.3
Say Rs.
84.40 / Sqm
84.40 / Sqm
0.530
0.19
0.25 Nos
0.50 Nos
255.74 =
9.3
Say Rs.
-
170.00
55.00
275.00
170.20
1872.20
201.31 / Sqm
qtl
Cum
341.00
29.00
180.73
5.51
Each
Each
75.00
55.00
18.75
27.50
23.25
255.74
27.50 / Sqm
27.50 / Sqm
1 Nos
1 Nos
-117-
85.00
55.00
55.00
Total =
8 Forming Cement mortar(1:6) border, 23cm×5cm at
1.80 metres invervals per 1 sqm
Data for 9.3 sqm.
a) Materials
Cement
0.0372 cum
Sand(Screened and Washed)
b) Labour
Mason (2nd class)
Woman Mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm =
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
Each
Each
-
75.00
55.00
-
75.00
55.00
13.00
Quantity
required
3
Sl.
Description
No.
1
2
c) 2% Sundries T & P etc.
Total (a+b+c) =
-
Rate per 1 Sqm =
10 Roofing or re-tiling with old flat & pan tiles over
G.C.I or asbestos sheets on repers (labour only) per 1
Data for 9.3 sqm.
a) labour
Mason (Special)
Man Mulia
Woman Mulia
b) Overhead charges @ 10% on (a)
c) 2% Sundries T & P etc.
Total (a+b+c) =
Rate per 1 Sqm =
11 Re-roofing with old flat & pan tiles including cost of
cement mortar(1: 6) borders per 1 sqm.
Data for 9.3 sqm.
a) Materials
Cement
0.063 cum
Sand(Screened and Washed)
b) Labour
Mason (Special)
Man Mulia
Woman Mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm =
12 Renewing eaves of nuria tile roof with old tiles set in
cement mortar(1:6)
per 1 metre
Data for 30.48 metre
a) Materials
Cement
0.0372 cum
Sand(Screened and Washed)
b) Labour
Mason (2nd Class)
Man Mulia
Woman Mulia
-118-
Unit
4
-
145.60 =
9.3
Say Rs.
15.66 / Sqm
15.70 / Sqm
1 Nos
1 Nos
2 Nos
-
Each
Each
Each
-
280.00 =
9.3
Say Rs.
0.911
0.19
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
2.60
145.60
85.00
55.00
55.00
-
30.11 / Sqm
30.10 / Sqm
qtl
cum
1.75 Nos
1 Nos
4.5 Nos
-
Each
Each
Each
-
844.15 =
9.3
Say Rs.
85.00
55.00
110.00
25.00
5.00
280.00
341.00
29.00
310.65
5.51
85.00
55.00
55.00
148.75
55.00
247.50
76.74
844.15
-
90.77 / Sqm
90.80 / Sqm
0.530
0.19
qtl
Cum
qtl
Cum
341.00
29.00
180.73
5.51
3
2
2
Nos
Nos
Nos
Each
Each
Each
75.00
55.00
55.00
225.00
110.00
110.00
Quantity
required
3
Sl.
Description
No.
1
2
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 metre =
13 Renewing eaves of nuria tile roof with new tiles, 20cm
to 25cm long set in cement mortar(1:6) per 1 metre
Data for 30.48 metre
a) Materials
Nuria tiles 20cm to 25 cm
b) Labour
Labour, materials as per item 12
above
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 metre =
14 Renewing eaves of nuria tile roof with new tiles, 25cm
to 30cm long set in cement mortar(1:6) per 1 metre
Data for 30.48 metres
a) Materials
Nuria tiles 25cm to 30 cm long
b) Labour
Labour, materials as per
item 12 above
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 meter =
15 Renewing mortar band with new nuria tiles 25cm to
30 cm long set in cement mortar(1:6) per 1 meter
Data for 30.48 meter.
a) Materials
Nuria tiles 25cm to 30cm long
cement
0.01 cum
Sand(Screened and Washed)
b) Labour
Mason (2nd Class)
Man Mulia
Woman Mulia
-119-
Unit
4
694.36 =
30.48
Say Rs.
22.78 / RM
22.80 / RM
500
1000
-
982.01 =
30.48
Say Rs.
400 Nos
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
63.12
694.36
523.00
261.50
631.24
89.27
982.01
-
32.22 / RM
32.20 / RM
1000
647.00
258.80
631.24
89.00
979.04
979.04 =
30.48
Say Rs.
32.12 / m
32.10 / m
275 Nos
0.14
0.08
1000
qtl
Cum
647.00
341.00
29.00
177.93
48.76
2.32
2 Nos
2 Nos
2 Nos
Each
Each
Each
75.00
55.00
55.00
150.00
110.00
110.00
Quantity
required
3
Sl.
Description
No.
1
2
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 meter =
658.91 =
30.48
Say Rs.
Unit
4
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
59.90
658.91
21.62 / m
21.60 / m
16 Renewing ridges of Nuria tiles roofs with new ridge tiles set in
mud mortar and top pointed with cement mortar(1:6) per 1 meter
Data for 30.48 meter.
a) Materials
Ridge tiles
250 Nos
1000
741.00
Cement
0 .028 cum 0.40040
qtl
341.00
Sand(Screened and Washed)
0.057
Cum
29.00
b) Labour
labour as per
item 12
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 m =
17 25cm to 30 cm long single layer of Nuria tile roofing
over a layer of 30 cm ×30cm ×2.50cm of flat tiles per
1 sqm
Data for 9.3 sqm.
a) Materials
Nuria tiles
Flat tiles
b) Labour
Mason (2nd Class)
Man Mulia
Woman Mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm =
18 25cm to 30 cm long double Nuria tile over a layer of
(30 cm ×30cm ×2.50cm) flat tiles per 1 sqm
Data for 9.3 sqm.
a) Materials
Nuria tiles
Flat tiles
b) Labour
Mason (2nd Class)
Man Mulia
Woman Mulia
-120-
845.28 =
30.48
Say Rs.
185.25
136.54
1.65
445.00
76.84
845.28
27.73 / m
27.70 / m
800 Nos
105 Nos
1000
1000
647.00
1210.00
517.60
127.05
0.75 Nos
1 Nos
2 Nos
Each
Each
Each
75.00
55.00
55.00
56.25
55.00
110.00
86.59
952.49
952.49 =
9.3
Say Rs.
102.42 / Sqm
102.40 / Sqm
1600 Nos
105 Nos
1000
1000
647.00
1210.00
1035.20
127.05
1 Nos
3 Nos
3 Nos
Each
Each
Each
75.00
55.00
55.00
75.00
165.00
165.00
Quantity
required
3
Sl.
Description
No.
1
2
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
19
a)
b)
c)
Unit
4
Rate per 1 Sqm = 1723.98 =
185.37
9.3
Say Rs.
185.40
Shifting or relaying Nuria tiles in single Nuria tiles
roof (labour only) per 1 sqm.
Data for 9.3 sqm.
Labour
Gharami
1 Nos
Each
Man Mulia
0.5 Nos
Each
Overhead charges @ 10% on (a)
2% Sundries T & P etc on (a).
Total (a+b+c) =
Rate per 1 Sqm =
103.60 =
9.3
Say Rs.
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
156.73
1723.98
/ Sqm
/ Sqm
65.00
55.00
-
65.00
27.50
9.25
1.85
103.60
11.14 / Sqm
11.10 / Sqm
20 Shifting or relaying Nuria tiles in double Nuria tils
roof
(labour only) per 1 sqm.
Data for 9.3 sqm.
a) Gharami
Man Mulia
b) Overhead charges @ 10% on (a)
c) 2% Sundries T & P etc on (a).
Total (a+b+c) =
2 Nos
0.75 Nos
-
Rate per 1 Sqm =
21 8 cm beaten lime terracing for roof with hard stone
other than granite broken to 2.5cm per 1 Sqm.
Data for 9.3 sqm.
a) Materials
Hardstone other than granite broken to 2.5 cm size
Lime(Ghooting unslaked) including 0.014 cum for
lime mortar
Surkhi(C.B.Brick)
b) Labour
Mason (Special)
Man Mulia
Woman Mulia for beating and watering for 3 weeks
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
-
191.80 =
9.3
Say Rs.
65.00
55.00
-
130.00
41.25
17.13
3.43
191.80
20.62 / Sqm
20.60 / Sqm
0.79
Cum
217.00
171.43
0.23
0.21
Cum
Cum
1720.00
301.00
395.60
63.21
Each
Each
85.00
55.00
85.00
137.50
55.00
550.00
140.27
1543.01
1 Nos
2.5 Nos
10 Nos
Rate per 1 Sqm = 1543.01 =
9.3
-121-
Each
Each
Each
-
-
165.92 / Sqm
Sl.
No.
1
Quantity
required
3
Say Rs.
Description
2
22 8 cm beaten lime terracing for roof with washed gravel
per 1 Sqm.
Data for 9.3 sqm.
a) Materials
Screen washed gravel (12 mm to 20 mm)
material as per item no 21(a)
b) Labour
0.79
Rate
Amount
Remarks
Rs. P Rs. P
4
5
6
7
165.90 / Sqm
Unit
Cum
85.00
Labour as per item no 21(b)
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
67.15
630.24
772.50
146.99
1616.88
Rate per 1 Sqm = 1616.88 =
9.3
Say Rs.
173.86 / Sqm
173.90 / Sqm
23 10 cm beaten lime terracing for roof with hard broken
stone other than granite broken to 2.5cm per 1 Sqm.
Data for 9.3 sqm.
a) Materials
Hardstone
other
(
g than granite
) broken
g to 2 cm size
lime mortar
Surkhi(C.B.Brick)
b) Labour
Mason (Special)
Man Mulia
Woman Mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
1.05
0.30
0.28
1 No
3 Nos
12 Nos
Rate per 1 Sqm = 1911.94 =
9.3
Say Rs.
-122-
Cum
Cum
Cum
217.00
1720.00
301.00
227.85
516.00
84.28
Each
Each
Each
85.00
55.00
55.00
85.00
165.00
660.00
173.81
1911.94
205.59 / Sqm
205.60 / Sqm
Sl.
Description
No.
1
2
24 10 cm beaten lime terracing for roof with washed
gravel per 1 Sqm.
Data for 9.3 sqm.
a) Materials
Rate with hard broken stone as in item 23
b) Deduct-Difference in cost of hard broken stone and
washed gravel (217.00-65.00)
Total (a-b) =
Quantity
required
3
Woman Mulia for beating and watering for 3 weeks
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
26
a)
b)
27
a)
-1.05
Cum
152.00
Total =
-159.60
1752.34
188.42 / Sqm
188.40 / Sqm
1.27
0.37
0.35
Cum
Cum
Cum
217.00
1720.00
301.00
275.59
636.40
105.35
1.50 Nos
4 Nos
Each
Each
85.00
55.00
127.50
220.00
15 Nos
Each
55.00
825.00
218.98
2408.82
Rate per 1 Sqm = 2408.82 =
9.3
Say Rs.
13 cm beaten lime terracing for roof with washed
gravel per 1 Sqm.
Data for 9.3 sqm.
Rate with hard broken stone as in item 25
Deduct-Difference in cost of hard broken stone and
washed gravel (217.00-65.00)
-1.27
Total (a-b) =
Rate per 1 Sqm = 2215.78 =
9.3
Say Rs.
8 cm thick beaten terrace in lime with brick khoa and
ghooting lime per 1 Sqm.
Data for 9.3 sqm.
Materials
4cm brick khoa (1st class)C.B.Brick
0.71
Ghooting lime unslaked
0.212
Surkhi
0.212
-123-
4
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
1911.94
Rate per 1 Sqm = 1752.34 =
9.3
Say Rs.
25 13 cm beaten lime terracing for roof with hard stone
other than granite broken to 2.5cm per 1 Sqm.
Data for 9.3 sqm.
a) Materials
Hardstone
other
(
g than granite
) broken
g to 1 cm size
lime mortar
Surkhi
b) Labour
Mason (Special)
Man Mulia
Unit
259.01 / Sqm
259.00 / Sqm
2408.82
Cum
152.00
Total =
238.26 / Sqm
-193.04
2215.78
238.30 / Sqm
Cum
Cum
Cum
172.00
1720.00
301.00
122.12
364.64
63.81
Quantity
required
3
Sl.
Description
No.
1
2
b) Labour
Labour as per item 21
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Unit
4
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
Total =
Rate per 1 Sqm = 1455.38 =
9.3
Say Rs.
28 10 cm thick beaten lime terrace in lime with brick
khoa and ghooting lime per 1 Sqm.
Data for 9.3 sqm.
a) Material
4cm brick khoa (C.B.Brick)
Ghooting lime (unslaked)
Surkhi ( CB Brick )
b) Labour
Labour as per item 25
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
0.962
0.218
0.283
Rate per 1 Sqm = 1977.92 =
9.3
Say Rs.
29 13 cm average thick beaten terrace with brick khoa
and ghooting lime per 1 Sqm.
Data for 9.3 Sqm
a) Material
Material 4 cm brick khoa
1.19
Ghooting lime (Unslaked)
0.354
Surkhi
0.354
b) Labour
Labour as per item no 25
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm = 2301.88 =
9.3
Say Rs.
-124-
772.50
132.31
1455.38
156.49 / Sqm
156.50 / Sqm
cum
cum
cum
172.00
1720.00
301.00
165.46
374.96
85.18
1172.50
179.81
1977.92
212.68 / Sqm
212.70 / Sqm
Cum
Cum
Cum
172.00
1720.00
301.00
204.68
608.88
106.55
1172.50
209.26
2301.88
247.51 / Sqm
247.50 / Sqm
Quantity
Sl.
Description
required
No.
1
2
3
30 Laying two layers of earthern tiles 2.5 cm thick 30cm
×30 cm and 30 cm ×15 cm with 2.50 cm cement
mortar(1: 6)in between to receive terracing per 1 sqm
Data for 9.3 sqm.
a) Material
Tiles 30cm×30 cm×2.5cm
105 Nos
Tiles 30cm×15 cm×2.5cm
210 Nos
cement
0.114 cum
1.630
Sand (screened and washed)
0.362
b) Labour
Labour
Mason (2nd class)
2 Nos
Man mulia
2 Nos
Woman Mulia for carring materials
4 Nos
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm = 1522.87 =
9.3
Say Rs.
31 Picking out old lime terracing on roof and clearing the
debris for laying half terracing per 1 sqm
Data for 9.3 sqm.
a) Labour
Man Mulia
Woman Mulia
b) Overhead charges @ 10% on (a)
c) 2 % sundries and T&P etc on (a)
Total (a+b+c) =
Rate per 1 Sqm =
4
1000
1000
qtl
Cum
1210.00
1005.00
341.00
29.00
127.05
211.05
555.83
10.50
Each
Each
Each
75.00
55.00
55.00
150.00
110.00
220.00
138.44
1522.87
163.70 / Sqm
Each
Each
226.88 =
9.3
Say Rs.
55.00
55.00
82.50
123.75
20.63
4.13
226.88
24.40 / Sqm
24.40 / Sqm
Nos
Nos
Nos
Each
Each
Each
-
=
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
163.75 / Sqm
1.5 Nos
2.25 Nos
32 Labour for fixing G.C.I. Sheet in roof drilling hole in
wind ties including fixing of ridges valleys wind ties
etc. excluding cost of fitting per 1 Sqm.
Data for 9.3 sqm.
a) Labour
Carpenter (Secial)
0.5
Fitter(Secial)
1
Man Mulia
2
b) Overhead charges @ 10% on (a)
c) 2 % sundries and T&P etc on (a)
Total (a+b+c) =
Rate per 1 Sqm = 266.00
9.3
Say Rs.
-125-
Unit
85.00
85.00
55.00
Total =
28.60 / Sqm
28.60 / Sqm
42.50
85.00
110.00
23.75
4.75
266.00
Quantity
Sl.
Rate
Amount
Description
Unit
Remarks
required
No.
Rs. P Rs. P
1
2
3
4
5
6
7
33 Labour for fixing big six or trafford A.C. Sheet in roof
including fixing of ridges wind ties etc. complete but
excluding cost of fitting including drilling holes in
wind ties per 1 Sqm.
Data for 9.3 sqm.
a) Labour
Carpenter (Secial)
1 Nos
Each
85.00
85.00
Man Mulia
3 Nos
Each
55.00
165.00
b) Overhead charges @ 10% on (a)
25.00
c) 2 % sundries and T&P etc on (a)
5.00
Total (a+b+c) =
Total =
280.00
Rate per 1 Sqm =
280.00 =
9.3
Say Rs.
34 Labour for fixing and fitting Asbestos sheet ridges or
valleys (double) per 1 RM
Data for 30.48 RM
a) Labour
Carpenter (Special)
0.5
Carpenter (2nd Class)
1.5
Fitter(1st Class)
3
Man Mulia
4
b) Overhead charges @ 10% on (a)
c) 2 % sundries and T&P etc on (a)
Total (a+b+c) =
Rate per 1 RM =
705.60
30.48
Say Rs.
35 Labour for fixing corrugated iron sheets in walling
including cost of nuts and bolts etc. but excluding cost
of sheets per 1 Sqm.
Data for 9.30 sqm
a) Rate as per item for fixing corrugated sheet in roof
(item NO.32)
b) Add for cost of bolts and nuts
c) Deduct-for cost of fixing ridges
Total (a+b-c) =
Rate per 1 Sqm =
-126-
30.11 / Sqm
30.10 / Sqm
Nos
Nos
Nos
Nos
Each
Each
Each
Each
-
=
85.00
75.00
85.00
55.00
Total =
23.15 / RM
23.10 / RM
(-)
296.00 =
9.3
Say Rs.
42.50
112.50
255.00
220.00
63.00
12.60
705.60
31.83 / Sqm
31.80 / Sqm
266.00
40.00
10.00
296.00
Sl.
Description
No.
1
2
36 Fixing asbestos sheets in walls excluding cost of A.C.
sheet but including cost of bolts and nuts (labour only)
per 1 sqm.
Data for 9.30 sqm
a) Rate as per item No.33)
b) Add for cost of bolts and nuts
c) Deduct-for cost less labour and scaffolding
Total (a+b-c) =
Quantity
required
3
Rate per 1 Sqm =
308.00 =
9.3
Say Rs.
37 New bamboo frames made of 2.5cm to 4cm dia
bamboo for nuria tile roofing for single and double
layers per 1 Sqm.
Data for 9.30 Sqm
a)
2.5cm to 4cm dia 1st class bamboos= …292.61……..
R.M. (4.15 meters each av ) or say 70 Nos
b) 5cm long french reapers nails
c) Man Mulia
d) Overhead charges @ 10% on (a+b+c)
Total (a+b+c+d) =
38
a)
b)
c)
4
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
(-)
70 Nos
1.36
1.5 Nos
Rate per 1 Sqm = 1459.59 =
9.3
Say Rs.
Non-sal wood reapers fixed on rafters with reaper
nails at 10cm centres including coaltaring the top of
the reapers for receiving pan tiled roof per 1 Sqm Data
for 9.3 sqm.
Material
Non Sal wood reapers 5cm × 2.5cm
99.06m or 0.1238 cum
0.1238
5cm long french reapers nails
1.36
Labour
Carpenter (2nd class)
0.88 Nos
women mulia
1 Nos
Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm = 1464.86 =
9.3
Say Rs.
-127-
Unit
280.00
40.00
12.00
308.00
33.12 / Sqm
33.10 / Sqm
100
kg
Each
1700.00
40.00
55.00
1190.00
54.40
82.50
132.69
1459.59
156.95 / Sqm
156.90 / Sqm
Cum
kg
9340.00
40.00
1156.29
54.40
Each
Each
75.00
55.00
66.00
55.00
133.17
1464.86
157.51 / Sqm
157.50 / Sqm
Sl.
Description
No.
1
2
39 Non-sal wood reapers fixed on rafters with reaper
nails at 15cm centres including coaltaring the top of
the reapers for receiving flat and pan tiled roof per 1
Sqm Data for 9.3 sqm.
a) Material
Non Sal wood reapers 5cm × 2.5cm
68.60m or
5cm long french reapers nails
b) Labour
Carpenter (2nd class)
women mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Quantity
required
3
0.085
1
0.75 Nos
1 Nos
Rate per 1 Sqm = 1039.67 =
9.3
Say Rs.
40 Best thatched roofing 22.5cm in two layers 7.5cm
bottom layer and 15cm top layers including split
bamboo jaffry on top per 1 sqm.
Data for 9.3 sqm
a) Material
Bundle of thatch 30 cm girth
2.5cm to 4cm dia bamboos for jaffry on top and
bottom of thatch layers
b) Labour
Man mulia
Thatcher of Gharami
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm =
-128-
4
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
Cum
kg
9340.00
40.00
793.90
40.00
Each
Each
75.00
55.00
56.25
55.00
94.52
1039.67
111.79 / Sqm
111.80 / Sqm
350
100
208.00
728.00
18
100
1700.00
306.00
Each
Each
55.00
65.00
110.00
97.50
124.15
1365.65
2 Nos
1.5 Nos
Total =
Rate per 1 Sqm = 1365.65 =
9.3
Say Rs.
41 Split bamboo jaffry fitted and fixed on thatched roof
per 1sqm.
Data for 9.3 sqm
a) Material
2.5cm to 4.cm dia bamboo
b) Labour
Man mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Unit
146.84 / Sqm
146.80 / Sqm
8 Nos
100
1700.00
136.00
0.5 Nos
Each
55.00
27.50
16.35
179.85
179.85 =
9.3
Say Rs.
19.34 / Sqm
19.30 / Sqm
Sl.
No.
1
Quantity
required
3
Description
2
42 Best thached roofing 15cm thick including split
bamboo jaffry on top per 1 sqm.
Data for 9.3 sqm
a) Material
Bundles of thatch 30cm girth
2.5cm to 4.cm dia bamboo of jaffry on top and bottom
of the thatchelayers
b) Labour
Thatcher or Gharami
Man mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm =
43 Best thatched roofing 7.5cm thick including split
bamboo jaffry on top per 1sqm.
Data for 9.3 sqm
a) Material
Bundles of thatch 30cm girth
2.5cm to 7.cm dia bamboo of jaffry on top and bottom
of the thatchelayers
b) Labour
Thatcher or Gharami
Man mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm =
44 First class strong bamboo framing for 23cm apart 22.5
thick thatching per 1sqm.
Data for 9.3 sqm
a) Material
7cm to 10cm dia bamboo 1st class
Belangi bamboo
b) Labour
carpenter 2nd class
Thatcher or Gharami
Man mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
4
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
230 Nos
100
208.00
478.40
15 Nos
100
1700.00
255.00
1 Nos
1.5 Nos
Each
Each
65.00
55.00
65.00
82.50
88.09
968.99
968.99 =
9.3
Say Rs.
104.19 / Sqm
104.20 / Sqm
115 Nos
100
208.00
239.20
12 Nos
100
1700.00
204.00
0.75 Nos
1 Nos
Each
Each
65.00
55.00
48.75
55.00
54.70
601.65
601.65 =
9.3
Say Rs.
64.69 / Sqm
64.70 / Sqm
36.58 mtr.
20 Nos
6
100
100.00
1700.00
609.67
340.00
0.5 Nos
0.75 Nos
1 Nos
Each
Each
Each
75.00
65.00
55.00
37.50
48.75
55.00
109.09
1200.01
Rate per 1 Sqm = 1200.01 =
9.3
Say Rs.
-129-
Unit
129.03 / Sqm
129.00 / Sqm
Quantity
Sl.
Description
required
No.
1
2
3
45 Bamboo mat over bamboo frame fitted and fixed per
1sqm
Data for 9.3 sqm
a) Material
Bamboo mat including laps
9.75
Belangi bamboo 2.51 cm to 4 cm dia and above 5 mtr. L
5
b) Labour
Thatcher or Gharami
0.5 No
Man mulia
0.5 No
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm = 1071.13 =
9.3
Say Rs.
46 Roofing with 2 layers of flat tiles 30cm×15cm×2.5cm
set in cement mortar (1:3) with 2.5cm. Thick cement
mortar (1:6) in between and top cement grouted
(Cuttack pattern) including cost of cement per 1Sqm.
Data for 9.3 sqm
a) Material
Flat tiles 30cm × 15cm × 2.50cm
Sand (screened & washed)
cement
Unit
4
-130-
Sqm
100
85.00
1700.00
828.75
85.00
Each
Each
65.00
55.00
32.50
27.50
97.38
1071.13
115.17 / Sqm
115.20 / Sqm
410 Nos
0.26
0.047 cum
0.6721
b) Labour
Manson special
1.25
Man mulia
1.5
women mulia
6
Man mulia for mixing sand and cement
1
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm = 1344.78
9.3
Say Rs.
47 15cm thick thatch with old and new straw thatching
including top jaffery after removal of old thatch as per
necessity per 1sqm
Data for 9.3 sqm
a) Rate as per item No.42
b) Deduct cost of thatch
115
( 230 - 115 ) = 115 bundles
Total (a-b) =
Rate per 1 Sqm = 729.79
9.3
Say Rs.
48 2nd class country bamboo framing for 1.5cm thatching
Data for 9.3 sqm
a) Material
Country bamboo 7cm to 10cm dia
20.12
Belangi bamboos
15
Rate
Amount
Remarks
Rs. P Rs. P
5
6
7
Nos
Nos
Nos
Nos
=
1000
Cum
1005.00
29.00
412.05
7.54
Qntl
341.00
229.19
Each
Each
Each
Each
85.00
55.00
55.00
55.00
106.25
82.50
330.00
55.00
122.25
1344.78
144.60 / Sqm
144.60 / Sqm
-
100
208.00
968.99
239.20
729.79
=
78.47 / Sqm
78.50 / Sqm
Nos
Nos
6
100
60.00
1700.00
201.20
255.00
Sl.
No.
1
Description
2
Coir rope
b) Labour
Carpenter 2nd class
Gharami or thatcher
Man mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm =
49 Bamboo mat ceiling inclusive of bamboo frame fitting
fixing etc. complete per 1sqm
Data for 9.3 sqm
a) Material
Bamboo mat including over lapping
Half split belangi bamboos 2.5cm to 4cm dia for
battens 3 metres long each
5cm long french reaper nails
b) Labour
carpenter 2nd class
Man mulia
Women mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Quantity
required
3
1.87
0.5 Nos
0.5 Nos
1 Nos
690.75 =
9.3
Say Rs.
10.22
Each
Each
Each
75.00
65.00
55.00
37.50
32.50
55.00
62.80
690.75
74.27 / Sqm
74.30 / Sqm
Sqm
85.00
868.70
8 Nos
0.11
100
kg
1700.00
40.00
136.00
4.40
0.25 Nos
1.5 Nos
1 Nos
Each
Each
Each
75.00
55.00
55.00
18.75
82.50
55.00
116.54
1281.89
Rate per 1 Sqm = 1281.89 =
9.3
Say Rs.
50 6mm thick A.C. sheet flat ceiling fitted and fixed
complete excluding cost of A.C.sheets but including
batttens 5cm ×3cm×1cm
Per 1sqm
Data for 9.3 sqm
a) Material
50mm × 30mm ×10mm
Sal wooden strips including framing and beading the
edges
4 cm nail
200 Nos
5cm long wood screws
b) Labour
Carpenter 2nd class
Man mulia
Women mulia
c) Overhead charges @ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm =
Rate
Amount
Remarks
Rs. P Rs. P
4
5
6
7
kg
25.00
46.75
Unit
137.84 / Sqm
137.80 / Sqm
1.06
1.135
100 Nos
Sqm
kg
100
135.00
36.00
63.00
143.10
40.86
63.00
1 Nos
2 Nos
2 Nos
Each
Each
Each
75.00
55.00
55.00
75.00
110.00
110.00
54.20
596.16
596.16 =
9.3
Say Rs.
64.10 / Sqm
64.10 / Sqm
Notes :
1 10 per cent excess on the above rates will be allowed for the work being executed inside jail premises.
-131-
XII. WOOD WORK
Quantity
Sl.
Description
required
No.
3
1
2
1 Dressed seasoned sal wood work framed and
fixed (wrought and put up) in burgahs, rafters
and posts per 1cum
Data for 0.028 cum.
a) Material
Sal wood scantling sawn
(Rate based on forest corporation rates)
b) Labour
Carpenter 2nd class
Man mulia
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
Rate per 1 cum =
Unit
4
Rate
Rs. P
5
Amount
Remarks
Rs. P
6
7
0.028 Cum
Cum
25934.00
726.15
0.33 Nos
0.33 Nos
Each
Each
75.00
55.00
24.75
18.15
76.91
845.96
845.96 =
0.028
Say Rs.
30212.76 / cum
30212.80 / cum
2 Dressed seasoned sal wood work framed and
fixed (wrought and put up) in trusses, purlines,
frames of doors, windows, ventilabours and
beams
per 1cum
Data for 0.028 cum.
a) Material
Sal wood scantling sawn
(Rate based on forest corporation rates)
Carpenter special
b) Labour
Man mulia
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
Rate per 1 cum =
0.028
Cum
28378.00
794.58
0.5 Nos
Each
85.00
42.50
0.5 Nos
Each
55.00
27.50
82.21
946.79
946.79 =
0.028
Say Rs.
33814.01 / cum
33814.00 / cum
3 32mm piasal wood or local Teak wood panelled
shutters moulded panels with all labour, iron
fittings, and wooden hinged cleats etc fitted and
fixed complete in all respect. But excluding the
cost of iron fittings
Per 1Sqm
Data for a doors 1.07m x 2.13m
a) Material
Area of shutters 0.94 × 2.0m = 1.88sqm
Piasal wood planks for shutters
or
Wooden hinged cleats
2.08 sqm
0.06656 Cum
2 Nos
-132-
Cum
Each
40414.00
12.50
2689.96
25.00
Quantity
Sl.
Description
required
No.
1
2
3
b) Labour
Labour for making shutters
1.88 Sqm
(I) Carpenter Special 2 Nos
85.00/each = 170.00
(ii) Helper 2 Nos.
65.00/each = 130.00
(170.00+130.00 = 300.00)
Labour for fixing shutters
Carpenter 2nd class
1 Nos
Man mulia
1 Nos
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm = 3749.85 =
1.88
Say Rs.
4 32mm thick piasal wood or local teak wood
fully glazed shutters complete with iron fitting
and wooden hinged cleats etc., fitted and fixed
in position including all labour, but excluding
the cost of glass panes and iron fittings
Per 1Sqm
Data for a door 1.08m × 2.15 sqm.
a) Material
Area of shutters 0.94 × 2.0m = 1.88sqm
Piasal wood planks for shutters
Rate
Rs. P
5
Unit
4
Sqm
Amount
Remarks
Rs. P
6
7
300.00
564.00
75.00
55.00
75.00
55.00
340.90
3749.85
-
Each
Each
Total =
1994.60 / Sqm
1994.60 / Sqm
1.42
0.04544
Cum
40414.00
1836.41
1.88
Sqm
249.70
469.44
2 Nos
Each
12.50
25.00
1 Nos
1 Nos
Each
Each
75.00
55.00
75.00
55.00
246.08
2706.93
b) Labour
Labour for making shutters
(I) Carpenter special 1.5Nos
at the rate of 85.00/each = 127.50
(ii) Helper 1.88 Nos. at the rate of 65.00 = 122.20
Wooden hinged cleats
Labour for fixing shutters
Carpenter 2nd class
Man mulia
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm = 2706.93 =
1.88
Say Rs.
-133-
1439.86 / Sqm
1439.90 / Sqm
Quantity
required
3
Sl.
Description
No.
1
2
5 25mm thick piasal wood or local teak wood
ledged, braced and planked 25 mm thick ledges
and braces and 25mm thick ledges and braces
and 25mm thick plank shutters completed with
iron fittings. Wooden hinged cleates etc. fixd in
position including all labour charges but
excluding the cost of iron fittings.
Per 1Sqm
Data for a doors 0.90m × 1.95 sqm.
a) Material
Area of shutters 0.79 × 1.89m = 1.49sqm
Piasal wood planks for shutters
Rate
Rs. P
5
Unit
4
Amount
Remarks
Rs. P
6
7
2.16 sqm
0.054
Cum
40414.00
2182.36
1.49
Sqm
194.85
290.33
2 Nos
Each
12.50
25.00
0.5 Nos
0.5 Nos
Each
Each
75.00
55.00
37.50
27.50
256.27
2818.95
b) Labour
Labour for making shutters
(I) Carpenter special 1 Nos
at the rate of 85.00/each = 85.00
(ii) Helper 1.69 Nos. at the rate of 65.00/each
85.00+109.85=194.85
Wooden hinged cleats
Labour for fixing shutters
Carpenter 2nd class
Man mulia
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
Rate per 1 Sqm = 2818.95 =
1.49
Say Rs.
1891.91 / Sqm
1891.90 / Sqm
6 25mm thick piasal wood or local teak wood
false pannel shutters complete with iron fittings
and wooden hinged cleats, etc. fixed in
position including all labour charges, but
excluding the cost of fittings
Per 1Sqm
Data for 1.07m × 2.13 sqm.
a) Material
Area 0.94 × 2.00m = 1.88sqm
Piasal wood planks for shutters
Wooden hinged cleats
Labour for making shutters
b) Labour
(I) Carpenter special 1 No.@ Rs85.00/
(ii) Helper 1.71 Nos.
@ Rs.65.00/
Labour for fixing shutters as per item No.3
2.08 sqm
0.052
2 Nos
Cum
Each
40414.00
12.50
2101.53
25.00
1.88
Sqm
196.15
368.76
Each =
Each =
-
-134-
85.00
111.15
196.15
-
-
130.00
Quantity
required
3
Sl.
Description
No.
1
2
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
Rate
Rs. P
5
Unit
4
Rate per 1 Sqm = 2887.82 =
1.88
Say Rs.
Amount
Remarks
Rs. P
6
7
262.53
2887.82
1536.07 / Sqm
1536.10 / Sqm
7 19mm thick piasal wood or local teak wood
ledged, braced and planked 19 mm thick ledges
and braces and 19mm thick plank shutters
completed with iron fittings. Wooden hinged
cleates etc.fitted and fixd in position including
all labour charges but excluding the coot of iron
fittings
per 1sqm
Data for 0.90m × 1.95 m.
a) Material
Area of 0.79 × 1.89m = 1.49sqm
Piasal wood planks for shutters
Wooden hinged cleats
b) Labour
Labour for making shutters as per item No.5
Labour for fixing shutters as per item No.5
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
1.85 sqm
0.03515
2 Nos
-
-
40414.00
12.50
Total =
Rate per 1 Sqm = 1980.97 =
1.49
Say Rs.
8 38mm thick piasal pannel shutter 38mm style
and 22mm to 25 mm. thick pannel plank
complete with iron fitting and wooden hinged
cleats etc. fitted and fixed in position for doors
and windows including all labour charges, but
excluding the cost of iron fittings
Per 1 sqm
a) Rate as per item No.3
b) Add-for excess quantity of wood
c) Overhead charges@ 10% on (b)
Total (a+b+c) =
Cum
Each
0.00664
Rate per 1 Sqm =
9 25mm thick piasal pannel shutter 25mm style &
12 mm. thick pannel plank complete with iron
fitting and wooden hinged cleates etc. including
all labour charges, but excluding the cost of
iron fittings per 1sqm
a) Rate as per item No. 3
b) Deduct-less cost of wood including OHC
0.00775
Total (a-b) =
Rate per 1 Sqm =
-135-
1420.55
25.00
290.33
65.00
180.09
1980.97
1329.51 / Sqm
1329.50 / Sqm
Cum
40414.00
1994.60
268.35
26.83
2289.78
2289.80 / Sqm
Cum
45263.68
1643.80 / Sqm
1994.60
350.79
1643.81
Sl.
No.
1
Quantity
required
3
Description
2
10 25mm thick piasal fully glazed shutter 25mm
style complete with iron fittings and wooden
hinged cleats, etc. fitted and fixed in position
for doors and windows including all labour
charges, but excluding the cost of glass panes
and iron fittings per 1sqm rate
a) Rate as per item No. 4
b) Deduct-less cost of wood including OHC
0.00529
Total (a-b) =
Rate per 1 Sqm =
11 38mm thick piasal fully glazed shutter 38mm
style complete with iron fittings and wooden
higned cleats, etc. fitted and fixed in position
for doors and windows including all labour
charges, but excluding the cost of glass panes
and iron fittings per 1sqm
a) Rate as per item No. 4
Add-for excess quantity of wood including
b) OHC
Total (a+b) =
……
38mm thick sal wood planks fitted and fixed
for shelves
Per 1 sqm
a) Material
Sal planks
b) Labour
Carpenter 2nd class
Man Mulia
Total (a+b) =
4
0.00453
Rate
Rs. P
5
Cum
45263.68
Total =
1200.50 / Sqm
…..
Rate per 1 Sqm =
12
Unit
…….
Cum
Amount
Remarks
Rs. P
6
7
1439.90
239.44
1200.46
1439.90
45263.68
205.04
1644.94
1644.90 / Sqm
0.038
Cum
25698.00
976.52
0.75
1
each
each
75.00
55.00
56.25
55.00
1087.77
Rate per 1 Sqm =
13 2.5cm thick sal wood frame and 19mm thick
planked door shutters complete with iron fitting
and wooden hinged cleats etc, but excluding the
cost of iron fittings.
Per 1 sqm
Data for a door 1.20m × 1.95m
a) Material
Area of shuttes 1.08m × 1.89m
= 2.04sqm
Sal wood planks for shutters
2.04sqm
0.051
-136-
1087.80 / Sqm
Cum
25698.00
1310.60
Quantity
required
3
Sl.
Description
No.
1
2
b) Labour
Labour for making shutters
2.04
(I) Carpenter (second class) =1.48Nos
Rs. 75.00/each
(ii) Helper 1.65 Nos.@ 65.00/each
Rs
111.00
107.25
218.25
2 Nos
Wooden hinged cleats
Labour for fixing shutters as per item No.5
c) Overhead charges@ 10% on (a+b)
Total (a+b) =
Rate per 1 Sqm = 2030.41 =
2.04
Say Rs.
14 Dressed sal wood works in beams above 15cm
size and above 5m length per 1cum
Data for 0.0283cum
a) Seasoned sal wood
0.0283
b) 2% sawing, shapping, fitting & fixing etc.on
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
Rate per 1 cum =
15 Sal wood work squared and rough dressed
fitted and fixed complete per 1cum
Data for 0.0283cum
a) seasoned sal wood
b) 2% sawing, shapping, fitting & fixing etc.on
899.87 =
0.0283
Say Rs.
0.0283
Rate
Rs. P
5
Unit
4
Sqm
218.25
445.23
12.50
25.00
65.00
184.58
2030.41
Each
995.30 / Sqm
995.30 / Sqm
Cum
28340.00
802.02
16.04
81.81
899.87
31797.48 / cum
31797.50 / cum
Cum
25934.00
733.93
14.68
74.86
823.47
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
Rate per 1 cum =
Amount
Remarks
Rs. P
6
7
823.47 =
0.0283
Say Rs.
-137-
29097.95 / cum
29097.90 / cum
Sl.
Description
No.
1
2
16 10cm dia sal bullah upto 5.50m long fitted and
fixed complete per 1R.M.
Data for 0.3048cum
a) seasoned sal bullah
b) 2% sawing, shapping, fitting & fixing etc. on
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
Rate per 1 RM =
17 15cm to 20cm dia sal bullah fitted and fixed
complete
per 1R.M.
Data for 0.3048 RM
a) seasoned sal bullah
b) 2% sawing, shapping, fitting & fixing etc.on
c) Overhead charges@ 10% on (a+b))
Total (a+b+c) =
Rate per 1 RM =
18 Sal bullah above 200mm and upto 250mm
mean dia dia upto 2.75m long fitted and fixed
complete
per 1cum
a) seasoned sal bullah
b) 2% sawing, shapping, fitting & fixing etc. on
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
Rate per 1 cum =
Say Rs.
19 Sal bullah above 200mm and upto 250mm
mean dia above 2.75 m & upto 4.75m long
fitted and fixed complete
per 1cum.
a) seasoned sal bullah
b) 2% sawing, shapping, fitting & fixing etc. on
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
Rate per 1 cum =
Say Rs.
20 75mm to 100mm mean dia nonsal bullah fitted
and fixed complete
per 1R.M.
Datafor 0.3048m
a) Non-sal bullah
b) 2% sawing, shapping, fitting & fixing etc.on
)
c) (Overhead
charges@ 10% on (a+b)
Quantity
required
3
Unit
4
0.3048
23.60 =
0.3048
Say Rs.
0.3048
25.99 =
0.3048
Say Rs.
1
7296.37
7296.40
1
8172.65
8172.60
0.3048
RM
Rate
Rs. P
5
69.00
21.03
0.42
2.15
23.60
77.42 / RM
77.40 / RM
1RM
76.00
23.16
0.46
2.36
25.99
85.27 / RM
85.30 / RM
Cum
6503.00
6503.00
130.06
663.31
7296.37
7284.00
7284.00
145.68
742.97
8172.65
(33+41)/2
11.28
/ cum
/ cum
Cum
/ cum
/ cum
1 RM
0.23
1.15
12.65
Total (a+b+c) =
Rate per 1 RM =
Amount
Remarks
Rs. P
6
7
12.65 =
0.3048
Say Rs.
-138-
41.51 / RM
41.50 / RM
Sl.
Description
No.
1
2
21 Non-sal bullah 125mm mean dia fitted and
fixed complete
per 1R.M.
Datafor 0.3048m
a) Non-sal bullah
b) 2% sawing, shapping, fitting & fixing etc.on
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
Rate per 1 RM =
22 Non-sal bullah 150mm to 200mm mean dia
fitted and fixed complete
per 1R.M.
Data for 0.3048 m
a) Non-sal bullah of above size
b) 2% sawing, shapping, fitting & fixing etc. on
c) Overhead charges@ 10% on (a+b)
Total (a+b+c) =
Rate per 1 RM =
Quantity
required
3
0.3048
17.78 =
0.3048
Say Rs.
0.3048
21.89 =
0.3048
Say Rs.
Unit
4
1 RM
Rate
Rs. P
5
52.00
Amount
Remarks
Rs. P
6
7
15.85
0.32
1.62
17.78
58.34 / RM
58.30 / RM
1 RM
64.00
19.51
0.39
1.99
21.89
71.81 / RM
71.80 / RM
23 Labour for fitting and fixing expanded metal or
wiremesh for windows etc. including sal wood
beading with cost of nails, screws, beads, etc.
complete, but excluding cost of expanded metal
or wire mesh.
Per 1sqm
Details for 1.54sqm
a) Material
sal wood plank
cost of nails & screws
b) Labour
carpenter 2nd class
skilled mulia
c) Overhead charges@ 10% on (a)
Total (a+b+c) =
Rate per 1 Sqm =
0.0065
0.33 Nos
0.25 Nos
242.04 =
1.54
Say Rs.
Cum
25698.00
167.04
12.00
Each
Each
75.00
65.00
24.75
16.25
22.00
242.04
157.17 / Sqm
157.20 / Sqm
Note
1 When 1/3 pannelled and 2/3 glazed or vice versa shutter is specified, the proportionate
rate of the respective items should be worked out and the rate for the shutter arrived.
2 Diameter of bullahs to be measured above 2m high from the bottom.
3 The standard fittings for Doors and windows should be as per the I.S.I. specification
4 10 per cent excess on the above rates will be allowed for the work being executed inside
jail premises.
-139-
XIII ROAD WORK
Unit Quantity
Sl.
Description
No.
1
2
1 Picking up hard stone metal surface to a
depth of 5 cm. including screening useful
materials and removing rubbish and
replacing usable road metal to camber
Unit = 100 Sqm.
Taking output = 9.3 sqm
a) Labour
Man Mulia
3
4
Rate
Rs. P
5
each
0.500
55.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 9.3 Sqm = a+b+c
Rate per 100 Sqm = (a+b+c) x 100 / 9.3
Say
2
Scarifying old graveled surface before
consolidation of new gravel
Unit = 100 Sqm.
Taking output = 9.3 sqm
a) Labour
Woman Mulia
each
0.070
55.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 9.3 Sqm = a+b+c
Rate per 100 Sqm = (a+b+c) x 100 / 9.3
Say
3
Sectioning old gravelled surface to proper
camber
Unit = 100 Sqm.
Taking output = 9.3 sqm
a) Labour
Man Mulia
each
0.100
55.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 9.3 Sqm = a+b+c
Rate per 100 Sqm = (a+b+c) x 100 / 9.3
Say
-140-
Cost
Rs. P
6
27.50
27.50
2.75
0.55
30.80
331.18
331.20
3.85
3.85
0.39
0.08
4.32
46.45
46.50
5.50
5.50
0.55
0.11
6.16
66.24
66.20
Remarks
7
Sl.
Description
No.
1
2
4 Flank dressing to proper camber
Unit = 100 Sqm.
Taking output = 9.3 sqm
a) Labour
Man Mulia
Unit
Quantity
3
4
Rate
Rs. P
5
each
0.120
55.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2%.on (a)
Cost per 9.3 Sqm = a+b+c
Rate per 100 Sqm = (a+b+c) x 100 / 9.3
Say
5
Labour for spreading metal to proper
camber and consolidation with H.R.R.
including watering and turf edging but
excluding cost and conveyance of metal
and filler materials
Unit = Cum
Taking output = 2.83 cum
a) Labour
Man Mulia for removing from stacks
spreading metal to proper camber turf
edging and rolling.
Women Mullia for conveying metal from
stacks and watering and turfing.
6.60
6.60
0.66
0.13
7.39
79.46
79.50
each
3.000
55.00
165.00
each
2.000
55.00
110.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 2.83 Cum = a+b+c
Rate per Cum = (a+b+c) / 2.83
Say
6
Cost
Rs. P
6
275.00
27.50
5.50
308.00
108.83
108.80
Labour for admixing sand and moorum
etc. complete including cost of all labours
and hire charges of T & P materials
required for work as per specification and
direction of Engineer-in- Charge but
excluding cost and conveyance of sand
and moorum
Unit = Cum
Taking output = 1 cum
a) Labour
Man Mulia for mixing sand and moorum
each
0.250
55.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Rate per 1Cum = a+b+c
Say
-141-
13.75
13.75
1.38
0.28
15.41
15.40
Remarks
7
Sl.
Description
No.
1
2
7 Labour for spreading moorum and
consolidation with HRR including
watering but excluding cost and
conveyance of moorum
Unit = Cum
Taking output = 2.83 cum
a) Labour
Man Mulia for removing from stacks
spreading and rolling.
Women
Mulia
for watering &
conveyance etc.
8
Unit
Quantity
3
4
Rate
Rs. P
5
each
1.500
55.00
82.50
each
1.500
55.00
82.50
165.00
16.50
3.30
184.80
65.30
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 2.83 Cum = a+b+c
Rate per Cum = (a+b+c) / 2.83
Labour for laying sub-base in layers not
exceeding
100mm
watering
and
compacting to the required density in
O.M.C with PRR but excluding cost and
conveyance of sub base materials
Unit = Cum
Taking output = 2.83 cum
a) Labour
Man Mulia for removing from stacks
spreading and rolling.
Women
Mulia
for watering &
conveyance, etc.
Cost
Rs. P
6
each
1.000
55.00
55.00
each
1.500
55.00
82.50
137.50
b) Machinery
Add hire and running charges of PRR for
consolidation considering 425Cum of out
turn with PRR per day (8 hours) =
2.83 x 8 x 269.00 /425
hour
0.05327
269.00
c) Overhead Charges @ 10% on (a+b)
d) Sundries, T & P @ 2% on (a+b)
Cost per 2.83 Cum = a+b+c+d
Rate per Cum = (a+b+c+d) / 2.83
Say
-142-
14.33
14.33
15.18
3.04
170.05
60.09
60.10
Remarks
7
Sl.
Description
No.
1
2
9 Labour for spreading metal and packing
the voids with small stones and hand
packing the same to proper camber
including conveying spreading of filler
materials and filling the interstices by
spreading the same over the surface,
watering and consolidation with PRR
including hire and running charges of
PRR complete but excluding cost and
conveyance of metal and filler materials
(To be used for minor repair works
Unit = Cum
Taking output = 2.83 cum
a) Labour
Man mulia for removing from stacks
spreading metal to proper camber & turf
edging
Women Mulia
b) Machinery
Add hire and running charges of PRR for
consolidation considering 42 Cum of out
turn with PRR per day (8 hours) =
2.83 x 8 x 269.00 /42
Unit
Quantity
3
4
Rate
Rs. P
5
each
1.000
55.00
55.00
each
3.000
55.00
165.00
220.00
hour
0.539048
269.00
145.00
c) Overhead Charges @ 10% on (a+b)
d) Sundries, T & P @ 2% on (a+b)
Cost per 2.83 Cum = a+b+c+d
Rate per Cum = (a+b+c+d) / 2.83
Say
Cost
Rs. P
6
145.00
36.50
7.30
408.80
144.45
144.50
Note To be used for minor repair works only
10 Labour for soling road surface with soling
stones including filling the interstices
with earth and rolling with hand road
roller but excluding cost and conveyance
of soling stones.
Unit = Cum
Taking output = 2.83 cum
a) Labour
Stone packer
Man mulia
Woman Mulia
each
each
each
-143-
0.500
0.500
2.500
65.00
55.00
55.00
32.50
27.50
137.50
197.50
Remarks
7
Sl.
No.
1
Description
2
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 2.83 Cum = a+b+c
Rate per Cum = (a+b+c) / 2.83
Unit
Quantity
3
4
Rate
Rs. P
5
Say
Cost
Remarks
Rs. P
6
7
19.75
3.95
221.20
78.16
78.20
11 Labour for spreading metal for patch or
pot hole repairs and consolidation with
H.R.R. or rammers, crusher screening/
gravelling and sand binding, etc.
complete but excluding cost and
conveyance
of
metal,
crusher
screening/moorum and sand
Unit = Cum
Taking output = 2.83 cum
a) Labour
Man Mulia for picking the portion for
patch repairs, removing metal from stacks
and spreading and rolling or ramming
(1 + ½ + ¼ + 1½)
Women Mulia for conveying materials
watering, gravelling and sand binding.
each
3.250
55.00
178.75
each
3.500
55.00
192.50
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 2.83 Cum = a+b+c
Rate per Cum = (a+b+c) / 2.83
Say
12 Blinding road surface with gravel 6mm
thick (labour only)
Unit = 100 Sqm
Taking output = 93 sqm
a) Labour
Man Mulia
each
0.250
55.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 9.3 Sqm = a+b+c
Rate per 100 Sqm = (a+b+c) x 100 / 93
Say
13 Binding road surface with sand 6mm
thick (labour only)
Unit = 100 Sqm
Taking output = 93 sqm
a) Labour
Man Mulia
each
-144-
0.300
55.00
371.25
37.13
7.43
415.81
146.93
146.90
13.75
13.75
1.38
0.28
15.41
16.57
16.60
16.50
16.50
Sl.
No.
1
Description
2
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 9.3 Sqm = a+b+c
Rate per 100 Sqm = (a+b+c) x 100 / 93
Unit
Quantity
3
4
Rate
Rs. P
5
Say
14 Earth topping on metalled surface 12mm
thick (labour only)
Unit = 100 Sqm
Taking output = 93 sqm
a) Labour
Man Mulia
each
0.500
55.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 9.3 Sqm = a+b+c
Rate per 100 Sqm = (a+b+c) x 100 / 93
Say
Cost
Remarks
Rs. P
6
7
1.65
0.33
18.48
19.87
19.90
27.50
27.50
2.75
0.55
30.80
33.12
33.10
15 Conveyance of hand road roller
Unit = Per ton per km.
Taking output = 1 ton per km.
a) Labour
Man Mulia
each
0.310
55.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Rate Per ton per km.= a+b+c
16 Removing soling of old road surface and
stacking the available good and useful
stones within 50 meters clear of the work
site
Unit = Cum
Taking output = 2.83 cum
a) Labour
Man mulia
Woman Mulia
17.05
17.05
1.71
0.34
19.10
each
each
0.500
1.500
55.00
55.00
27.50
82.50
110.00
11.00
2.20
123.20
43.53
43.50
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 2.83 Cum = a+b+c
Rate per Cum = (a+b+c) / 2.83
Say
-145-
Sl.
Description
No.
1
2
17 Cleaning the existing granular base
surface including removal of binding
materials and other foreign materials with
wire brushes and small picks, sweeping
with brooms or soft brushes and finally
dusting with old gunny bags and/or
compressed air to receive bituminous
Unit = Sqm
Taking output = 5889 sqm
a) Labour
Mulia
Unit
Quantity
3
4
Rate
Rs. P
5
each
250.000
55.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 5889 Sqm = a+b+c
Rate per Sqm = (a+b+c) / 5889
Say
18 Cleaning the existing black topped
surface with removal of foreign materials
with brooms or soft brushes and finally
dusting with old gunny bags and/or
compressed air to receive bituminous
Unit = Sqm
Taking output = 5889 sqm
a) Labour
Mulia
each
60.000
55.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 5889 Sqm = a+b+c
Rate per Sqm = (a+b+c) / 5889
Say
19 Labour for applying primer coat / tack
Unit = Sqm
Taking output = 5889 sqm
a) Labour
Mulia
Semi skilled Mulia
each
each
100.000
20.000
55.00
65.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 5889 Sqm = a+b+c
Rate per Sqm = (a+b+c) / 5889
Say
-146-
Cost
Rs. P
6
13750.00
13750.00
1375.00
275.00
15400.00
2.62
2.60
3300.00
3300.00
330.00
66.00
3696.00
0.63
0.60
5500.00
1300.00
6800.00
680.00
136.00
7616.00
1.29
1.30
Remarks
7
Sl.
Description
No.
1
2
20 Labour for surface dressing with 12Kg.
penetration grade of bitumen and 0.15
cum of 19mm nominal size chips per 10
sqm and rolling with PRR including hire
and running charges of PRR but
excluding cost and conveyance of chips
d bibe used for minor repair works
(To
Unit = Sqm
Taking output = 5889 sqm
a) Labour
Man mulia spreading chips etc.
Semi-Skilled mulias for heating and
applying road tar
Unit
Quantity
3
4
Rate
Rs. P
5
each
each
300.000
50.000
55.00
65.00
Cost
Rs. P
6
16500.00
3250.00
19750.00
b) Materials
Fuel for heating tar
@ 2.30 quintals per 1.016 metric tonne
Tar required = 12 x 5889
10
=70.67 Qntl. Or 7.067M.T
Fuel required = 2.30 x 7.067
1.016
=16.00 Qntl. Or 1.60 M.T
MT
1.600
3200.00
5120.00
5120.00
c) Machinery
Hie and running charges of PRR.
hour
80.000
269.00
d) Overhead Charges @ 10% on
e) Sundries, T & P @ 2% on (a+b+c)
Cost per 5889 Sqm = a+b+c+d+e
Rate per Sqm = (a+b+c+d+e) / 5889
Say
Note To be used for minor repair works only
21 Labour for laying 20mm thick premix
carpet using 0.27cum of 13.2mm to
5.6mm size crushed stone chipping and
14.60kg. penetration grade of bitumen for
10sqm including hand packing to proper
camber and consolidation with PRR
including hire and running charges of
PRR, hot mix plant, bitumen boilers and
all other T & P articles but excluding cost
and conveyance of chips and bitumen
complete as per specification and
direction of the Engineer-in-charge
Unit = Sqm
Taking output = 5889 sqm
-147-
21520.00
21520.00
4639.00
927.80
51956.80
8.82
8.80
Remarks
7
Sl.
No.
1
Description
2
a) Labour
Semi Skilled Mulia
=94 Nos.
0.27 x 80 Nos.
0.23
(Reducing 50 percent due to use of Hot
Mix Plant).
Mulia for mixing and spreading carpet
@ 7Nos. for 0.23cum per 92.90sqm
=521Nos.
= 0.27 x 7 x 5889
0.23 x 92.90
Man Mulia = 521 - 94 = 427
b) Materials
Fuel for heating tar @ 305kg per 1.02MT
Tar required = 14.60 x 5889 =8.60MT
10 x 1000
Fuel required = 305 x 8.60 =2.57MT
1.02 X 1000
Unit
Quantity
3
4
Rate
Rs. P
5
Cost
Rs. P
6
each
47.000
65.00
3055.00
each
427.000
55.00
23485.00
26540.00
MT
2.570
3200.00
8224.00
8224.00
c) Machinery
Time for heating
0.027
x
5889
=14.9
hours
10.612
Hie and running charges of
H.M Plant 8-10TPH
Hie and running charges of
bitumen boiler 5 Nos.
Hire and running charges of PRR
considering 535sqm of out turn with PRR
per day (8 hours) = 5889 x 2152.00 / 535
hour
14.900
1025.00
15272.50
hour
5x 14.90
74.00
5513.00
hour
88.05981
269.00
23688.09
44473.59
7923.76
d) Overhead Charges @ 10% on
e) Sundries, T & P @ 2% on (a+b+c)
Cost per 5889 Sqm = a+b+c+d+e
Rate per Sqm = (a+b+c+d+e) / 5889
Say
-148-
1584.75
88746.10
15.07
15.10
Remarks
7
Sl.
Description
No.
1
2
22 Labour for laying 6mm thick precoated
seal coat Type-B using 0.06 cum of
6.7mm size chips as per sieve analysis
and
6.8Kg
of
bitumen
per
10sqm.including hire and running charges
of PRR, hot mix plant, tar boiler and all
other T&P articles but excluding cost and
conveyance of chips and bitumen
Unit = Sqm
Taking output = 5889 sqm
a) Labour
Semi Skilled Mulia
=18 Nos.
0.06 x 80 Nos.
0.27
(Reducing 50 percent due to use of Hot
Mix Plant).
Mulia for mixing and spreading chips
@ 5Nos. Per 92.90sqm
= 317Nos.
= 5 x 5889
92.90
Man Mulia = 317 - 18 = 299
Unit
Quantity
3
4
Rate
Rs. P
5
Cost
Rs. P
6
each
9.000
65.00
585.00
each
299.000
55.00
16445.00
17030.00
MT
1.200
3200.00
3840.00
b) Materials
Fuel for heating tar @ 305kg per 1.02MT
Tar required = 6.80 x 5889
10 x 1000
=4.00MT
Fuel required = 305 x 4.00
1.02 X 1000
=1.20MT
3840.00
c) Machinery
Time required
x
5889
=3.30
hours
0.006
10.612
Hie and running charges of
H.M Plant 8-10TPH
Hie and running charges of
bitumen boiler 5 Nos.
Hire and running charges of PRR
considering 535sqm of out turn with PRR
per day (8 hours) = 5889 x 2152.00 / 929
hour
3.300
1025.00
3382.50
hour
5 x 3.30
74.00
1221.00
hour
50.71259
269.00
13641.69
d)Overhead Charges@10% on (a+b+c)
18245.19
3911.52
e) Sundries, T & P @ 2% on (a+b+c)
Cost per 5889 Sqm = a+b+c+d+e
Rate per Sqm = (a+b+c+d+e) / 5889
782.30
43809.01
7.44
-149-
Remarks
7
Sl.
No.
1
Description
Unit
Quantity
2
3
4
each
each
each
1.000
0.250
3.000
23 Spreading and consolidation 10 Cm thick
laterite road metal (labour only)
Unit = Cum
Taking output = 2.83 cum
a) Labour
Man Mulia
Woman Mulia for watering
Man Mulia for rolling with HRR
Rate
Rs. P
5
Say
55.00
55.00
55.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 2.83 Cum = a+b+c
Rate per Cum = (a+b+c) / 2.83
Say
Cost
Remarks
Rs. P
6
7
7.40
55.00
13.75
165.00
233.75
23.38
4.68
261.81
92.51
92.50
24 Picking laterite stone metal surface to
3cm depth and removing rubbish.
Unit = 100 Sqm
Taking output = 9.30 sqm
a) Labour
Man Mulia
each
0.250
55.00
b) Overhead Charges @ 10% on (a)
c) Sundries, T & P @ 2% on (a)
Cost per 9.30 Sqm = a+b+c
Rate per 100 Sqm=(a+b+c)x 00 / 9.30
25 K.B. Bricks 25cm size having crushing
strength between 75Kgs. to 99Kgs. per
cm2 pitching on end including filling the
interstices with sand or sandy soil.
Unit = Sqm
Taking output = 9.30 sqm
a) Materials
K.B. Bricks (75Kg.to 99Kg / Cm2)
13.75
13.75
1.38
0.28
15.41
165.70
1000
920.000
2192.00
2016.64
2016.64
b) Labour
Mason 2nd class.
Man Mulia
Woman Mulia
each
0.500
75.00
37.50
each
each
3.000
2.000
55.00
55.00
165.00
110.00
312.50
232.91
2562.05
275.49
275.50
c) Overhead Charges @ 10% on (a+b)
Cost per 9.30 sqm = a+b+c
Rate per Sqm = (a+b+c) / 9.3
Say
-150-
Sl.
Description
No.
1
2
26 K.B. Bricks 25cm. size having crushing
strength between 75Kgs. to 99Kgs. per
cm2 pitching on edge including filling the
interstices with sand or sandy soil.
Unit = Sqm
Taking output = 9.30 sqm
a) Materials
K.B. Bricks (75Kg.to 99Kg / Cm2)
Unit
Quantity
3
4
Rate
Rs. P
5
1000
460.000
2192.00
Cost
Rs. P
6
1008.32
1008.32
b) Labour
Mason 2nd class.
Man Mulia
Woman Mulia
each
0.250
75.00
18.75
each
each
1.000
2.000
55.00
55.00
55.00
110.00
183.75
119.21
c) Overhead Charges @ 10% on (a+b)
Cost per 9.30 sqm = a+b+c
Rate per Sqm = (a+b+c) / 9.3
1311.28
141.00
27 Labour for scraping cleaning the road
surface applying tack coat using 3.0Kg of
bitumen for 10 Sqm and laying 75mm
thick built up spray grouting in two layers
37.5mm thick each layer using 0.45cum
of 25mm to 40mm size hard granite metal
and 12.00Kg penetration grade of
bitumen for 10 Sqm in each layer with
0.12cum of 12mm size hard granite chips
as key stone for 10 Sqm spreading over
and laying including heating pouring and
spreading over and spreading bitumen
metal and chips and rolling with PRR
including hire and running charges of
PRR and all other machineries but
excluding cost and conveyance of
bitumen, metal and chips complete as per
specification and direction of Engineer-inCharge
Unit = Sqm
Taking output = 5889 sqm
a) Labour
Man mulia for cleaning the surface
Man mulia required for spreading metal
and chips
Semi Skilled mulia for applying tack coat
and spreading bitumen
each
each
190.000
2040.000
55.00
55.00
10450.00
112200.00
each
90.000
65.00
5850.00
128500.00
-151-
Remarks
7
Sl.
No.
1
Description
Unit
Quantity
2
b) Materials
Maxphalt required at 27Kg per 10.00 sqm
3
4
5889 x 27 = 15.90MT
10x1000
Fuel required 15,90x 0.305 MT
1.02
=4.75MT
Rate
Rs. P
5
Cost
Rs. P
6
4.75
MT
4.750
3200.00
15200.00
15200.00
c) Machinery
Hie and running charges of PRR
considering outturn of roller as 200 Sqm /
day, hence days required
Hire charges of Tar boilers
day
29.445
2152.00
63365.64
day
29.445
592.00
17431.44
80797.08
22449.71
d) Overhead Charges @ 10% on
(a+b+c)
e) Sundries, T & P @ 2% on (a+b+c)
Cost per 5889 Sqm = a+b+c+d+e
Rate per Sqm= (a+b+c+d+e) / 5889
28 Labour for scraping cleaning the road
surface applying tack coat using 3.0Kg of
bitumen for 10 Sqm and laying 37,5mm
thick built up spray grouting in one layer
using 0.45cum of 25mm to 40mm size
hard granite metal and 12.00Kg
penetration grade of bitumen for 10 Sqm
with 0.12cum of 12mm size hard granite
chips as key stone for 10 Sqm spreading
over and laying including heating pouring
and spreading over and spreading
bitumen metal and chips and rolling with
PRR including hire and running charges
of PRR and all other machineries but
excluding cost and conveyance of
bitumen, metal and chips complete as per
specification and direction of Engineer-inCharge
To be used for minor repair works only
Unit = Sqm
Taking output = 5889 sqm
a) Labour
Man mulia for cleaning the above surface
each
Man mulia required for spreading metal each
and chips
Semi Skilled mulia for applying tack coat each
and spreading bitumen
4489.94
251436.73
42.70
190.000
1140.000
55.00
55.00
10450.00
62700.00
50.000
65.00
3250.00
76400.00
-152-
Remarks
7
Sl.
No.
1
Description
Unit
Quantity
2
b) Materials
Maxphalt required at 15Kg per 10.00 sqm
5889 x 15 = 8.83MT
10x1000
Fuel required 8,83x 0.305 MT =3.88MT
1.02
3
4
Rate
Rs. P
5
MT
2.640
3200.00
Cost
Rs. P
6
8448.00
8448.00
c) Machinery
Hie and running charges of PRR
considering outturn of roller as 300 Sqm /
day, hence days required
Hire charges of Tar boilers
day
19.630
2152.00
42243.76
day
19.630
592.00
11620.96
53864.72
13871.27
d) Overhead Charges @ 10% on
(a+b+c)
e) Sundries, T & P @ 2% on (a+b+c)
Cost per 5889 Sqm = a+b+c+d+e
Rate per Sqm= (a+b+c+d+e) / 5889
Say
2774.25
155358.25
26.38
26.40
Note To be used for minor repair works only
29 Rolling and compacting to sub grade or
formation loosening by cutting ordinary
earth for 0.15 Mtr. depth including
watering and rolling by PRR as per
specification and direction of Engineer-in
Charge
Unit = Cum
Data for 100sqm x 0.15m= 15 Cum
Rate of earth work vide Item No. 1(a)
Compaction at OMC with P.R.R. for 15
cum @ Rs.2422.60 per 100 cum vide
item 9 b (i) of Earth Work
100 Cum
15.000
1971.20
295.68
100 Cum
15.000
2422.60
363.39
Rate per Cum = 659.07 / 15 =
Say
Note Analysis of rates has been made taking
ordinary earth. In case of hard soil or
gravelly soil and stoney earth and gravels
mixed with stone and boulder
-153-
659.07
43.94
43.90
Remarks
7
Sl.
Description
No.
1
2
30 Supplying and fixing 15cm dia 1.00m
long guard posts of RCC (1:2:4) using
7.5Kg of steel for each guard post with
12mm size black hard granite stone chips
including cost of all reinforcement and
materials centering shuttering and
watering carrying etc complete.
Unit = No.
Data for 1No.
For one guard post
Cost of RCC (1:2:4) with 12mm size
chips (as per A/R item No. 1 of RCC =
Rs.2179.80 / cum)
Qnty = 22/7 x (0.15)2 x 1.00 = 0.018cum
4
For one guard post steel required 3.5Kg
or 0.035Qntl
Steel reinforcement
(As per A/R Item No.8a of RCC)
Unit
Quantity
3
4
Rate
Rs. P
5
cum
0.018
2049.40
36.89
qntl.
0.035
3442.30
120.48
Rate per 1 No.
Say
Cost
Rs. P
6
157.37
157.40
31 Labour for laying sub-base in layers not
exceeding
225mm
watering
and
compacting to the required density in
O.M.C with Vibratory Roller but
excluding cost and conveyance of sub
base materials
Unit = Cum
Taking output = 300cum
a) Labour
Mate
Skilled Mulia
Mulia unskilled
each
each
each
0.480
2.000
10.000
65.00
75.00
55.00
b) Machinery
Motor grader 110HP @ 50cum per hour
Tractor - Rotavator
Vibratory roller 8-10 tonne capacity
Water tanker 6KL capacity
hour
hour
hour
hour
6.000
12.000
6.000
3.000
1545.00
242.00
994.00
506.00
c) Materials
Cost of water
KL
18.000
10.00
-154-
31.20
150.00
550.00
731.20
9270.00
2904.00
5964.00
1518.00
19656.00
180.00
180.00
Remarks
7
Sl.
No.
1
Description
2
d) Overhead Charges @ 10% on
(a+b+c)
e) Sundries, T & P @ 2% on (a+b+c)
Cost per 300 Cum = a+b+c+d+e
Rate per Cum = (a+b+c+d)/300
Unit
Quantity
3
4
Rate
Rs. P
5
Say
Cost
Remarks
Rs. P
6
7
2056.72
411.34
23035.26
76.78
76.80
32 Labour for laying 20mm thick premix
carpet using 0.23cum of 13.2mm to
5.6mm size crushed stone chipping and
12.70kg. penetration grade of bitumen for
9.29sqm including hire and running
charges of PRR etc. complete but
excluding cost and conveyance of
Unit = Sqm
Taking output = 5889 sqm
a) Labour
Mulia for mixing and spreading carpet
@ 7Nos. For 92.90sqm
= 444Nos.
= 7 x 5889
92.90
Semi Skilled Mulia for handling hot
Man Mulia = 444 - 44 = 400
each
each
44.000
400.000
65.00
55.00
2860.00
22000.00
24860.00
MT
2.420
3200.00
7744.00
b) Materials
Fuel for heating tar @ 305kg per
1.016MT
Tar required = 12.70 x 5889
9.29 x 1000
Fuel required = 305 x 8.05
1.016 X 1000
=8.05MT
=2.42MT
7744.00
c) Machinery
Hire and running charges of PRR
considering 535sqm of out turn with PRR
per day (8 hours)
day
11.000
2152.00
23672.00
23672.00
5627.60
d) Overhead Charges @ 10% on
(a+b+c)
e) Sundries, T & P @ 2% on (a+b+c)
Cost per 5889 Sqm = a+b+c+d+e
Rate per Sqm = (a+b+c+d+e) / 5889
1125.52
63029.12
10.70
-155-
Sl.
Description
No.
1
2
33 Scarifying the existing granular road
surface to a depth of 50 mm and disposal
of scarified material within all lifts and
leads upto 1000 metres.
Unit = sqm
Taking output = 100 sqm
a) Labour
Mate
Mazdoor unskilled including loading
and unloading
Unit
Quantity
3
4
Rate
Rs. P
5
each
each
0.200
5.000
65.00
55.00
Cost
Rs. P
6
13.00
275.00
288.00
b)
Machinery
Tractor-trolley
hour
1.670
231.00
c)Overhead charges @ 10% on (a+b)
Cost for 100 sqm = a+b+c
Rate per sqm = (a+b+c) / 100
Say
Note In case material is to be reused at site,
transportation cost catered above for
disposal shall be deleted.
34 Scarifying the existing bituminous road
surface to a depth of 50 mm and disposal
of scarified material with in all lifts and
lead upto 1000 metres.
Unit = sqm
Taking output = 100 sqm
a) Labour
Mate
Mulia unskilled
b)
Machinery
Tractor with ripper attachment
@ 60 cum per hour
Front end loader 1 cum bucket
capacity
Tipper 5.5 cum capacity,
4 trips per hour.
385.77
385.77
67.38
741.15
7.41
7.40
each
each
0.010
0.250
65.00
55.00
0.65
13.75
14.40
hour
0.080
249.00
19.92
hour
0.200
520.00
104.00
hour
0.230
506.00
116.38
240.30
25.47
280.17
2.80
c)Overhead charges @ 10% on (a+b)
Cost for 100 sqm = a+b+c
Rate per sqm = (a+b+c)/100
-156-
Remarks
7
Sl.
Description
No.
1
2
35 Construction of embankment with
approved material obtained from borrow
pits with all lifts and leads, transporting
to site by mechanical means within a lead
of 5kms, spreading, grading to required
slope
and compacting
to meet
requirement of table 300-2 & Clause 305
of MoSRT&H Specifications for Road &
Bridge works(4th Revision)
Unit = cum
Taking output = 100 cum
a) Labour
Mate
Mulia unskilled
b)
Unit
Quantity
3
4
Rate
Rs. P
5
each
each
0.040
1.000
65.00
55.00
Machinery
Hydraulic Excavator1 cum bucket
hour
1.670
840.00
capacity @ 60 cum per hour
Tipper 10 tonne capacity
tonne.k 160 x 5(L) 2.00
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
Dozer 80 HP for spreading
@ 200 cum per hour
Motor grader for grading
@ 100 cum per hour
Water tanker 6 KL capacity
Vibratory roller 8 -10 tonnes
@ 100 cum per hour
Cost
Rs. P
6
2.60
55.00
57.60
1402.80
1600.00
160.00
hour
0.500
1592.00
796.00
hour
1.000
772.50
772.50
hour
hour
4.000
1.000
506.00
994.00
2024.00
994.00
7749.30
c)
Material
Cost of water
Compensation for earth taken from
private land
KL
cum
24.000
100.000
10.00
0.00
240.00
0.00
240.00
804.69
d)Overhead charges @ 10% on (a+b+c)
Cost for 100 cum = a+b+c+d
Rate per cum = (a+b+c+d)/100
Say
Note Compensation for earth will vary from
place to place and will have to be
assessed realistically as per particular
ground situation. In case earth is available
from Govt. land, compensation for earth
will not be required. The position is
required to be clearly stated in the cost
-157-
8851.59
88.52
88.50
Remarks
7
Sl.
Description
No.
1
2
36 Loosening of the ground upto a level of
500 mm below the sub-grade level,
watered, graded and compacted in layers
to meet requirement of table 300-2 for
sub-grade construction & Clause 305 of
MoSRT&H Specifications for Road &
Bridge works (4th Revision).
Unit = cum
Taking output = 600 cum
a) Labour
Mate
Mulia unskilled
b)
Machinery
Tractor with ripper attachment
Motor grader for grading
@ 100 cum per hour
Water tanker 6 KL capacity
Vibratory roller 8-10 tonne
@ 80 cum/hour
Unit
Quantity
3
4
Rate
Rs. P
5
Cost
Rs. P
6
each
each
0.120
3.000
65.00
55.00
7.80
165.00
172.80
hour
hour
9.000
6.000
249.00
772.50
2241.00
4635.00
hour
hour
4.000
7.500
506.00
994.00
2024.00
7455.00
16355.00
c)
Material
Cost of water
KL
24.000
10.00
d) Overhead charges @ 10% on
(a+b+c)
Cost for 600 cum = a+b+c+d
Rate per cum = (a+b+c+d) / 600
Say
37
240.00
240.00
1676.78
18444.58
30.74
30.70
Loosening, leveling and Compacting
original ground supporting embankment
to facilitate placement of first layer of
embankment, scarified to a depth of 150
mm, mixed with water at OMC and then
compacted by rolling so as to achieve
minimum dry density as given in table
300-2 for embankment construction
construction & Clause 305 of MoSRT&H
Specifications for Road & Bridge works
(4th Revision)
Unit = cum
Taking output = 600 cum
a) Labour
Mate
Mulia unskilled
each
each
-158-
0.080
2.000
65.00
55.00
5.20
110.00
115.20
Remarks
7
Sl.
No.
1
Description
b)
c)
2
Machinery
Tractor with ripper attachment
Vibratory road roller 8-10 tonne
capacity
Water tanker 6 KL capacity
Material
Cost of water
Unit
Quantity
3
4
Rate
Rs. P
5
hour
hour
6.000
7.500
249.00
994.00
1494.00
7455.00
hour
4.000
506.00
2024.00
10973.00
KL
24.000
10.00
240.00
240.00
1132.82
d)Overhead charges @ 10% on (a+b+c)
Cost for 600 cum = (a+b+c+d)
Rate per cum = (a+b+c+d) / 600
Say
38 Construction of aggregate sub surface
drain 300 mm x 450 mm with aggregates
conforming to table 300-4, excavated
material to be utilised in roadway &
Clause 309 of MoSRT&H Specifications
for Road & Bridge works (4th Revision).
Unit = metre
Taking output = 10 metres
a) Labour
Mate
Mulia unskilled for excavation and
back filling with aggregates
each
each
0.060
1.500
65.00
55.00
Cost
Rs. P
6
12461.02
20.77
20.80
3.90
82.50
86.40
b)
Material (Type-B)
Crushed stone as per table 300-4
cum
1.350
509.00
c)Overhead charges @ 10% on (a+b)
Cost for 10 metres = a+b+c
Rate per metre = (a+b+c) / 10
Say
-159-
687.15
687.15
77.36
850.91
85.09
85.10
Remarks
7
Sl.
Description
No.
1
2
39 Construction of granular sub-base by
providing Close graded Granular subbase Grading-III material as per table
400-1, spreading in uniform layers with
motor grader on prepared surface, mixing
by mix in place method with rotavator at
OMC, and compacting with vibratory
roller to achieve the desired density
complete as per Clause 401 of
MoSRT&H Specifications for Road &
Bridge works (4th Revision)
Unit
Quantity
3
4
Rate
Rs. P
5
each
each
each
0.480
2.000
10.000
65.00
75.00
55.00
31.20
150.00
550.00
731.20
hour
6.000
1545.00
9270.00
hour
hour
hour
6.000
12.000
3.000
994.00
242.00
506.00
5964.00
2904.00
1518.00
19656.00
Material
9.5 mm to 4.75 mm @ 35 per cent
4.75 mm to 2.36 mm @ 12.5 per cent
cum
cum
134.400
48.000
490.00
424.00
65856.00
20352.00
2.36 mm below @ 52.5 per cent
Cost of water
cum
KL
201.600
18.000
50.00
10.00
10080.00
180.00
96468.00
11685.52
Unit = cum
Taking output = 300 cum
a) Labour
Mate
Mulia skilled
Mulia unskilled
b)
c)
Machinery
Motor Grader 110 HP
@ 50 cum per hour
Vibratory roller 8 -10 tonne capacity
Tractor - Rotavator
Water tanker 6 KL capacity
d)Overhead charges @ 10% on (a+b+c)
Cost for 300 cum = a+b+c+d
Rate per cum = (a+b+c+d)/300
Say
-160-
Cost
Rs. P
6
128540.72
428.47
428.50
Remarks
7
Sl.
Description
No.
1
2
40 Making 50 mm x 50 mm furrows, 25mm/
50mm deep, 45 degree to the center line
of the road and at one metre interval in
the existing thin bituminous wearing
coarse including sweeping and disposal
of excavated material within 1000 metres
lead
Unit
Quantity
3
4
Rate
Rs. P
5
Cost
Rs. P
6
each
each
0.080
2.000
65.00
55.00
5.20
110.00
115.20
hour
0.200
231.00
46.20
46.20
16.14
177.54
0.85
0.90
Unit = sqm
Taking output = 30 m x 7 m = 210 sqm
(i)25mm deep furrow cutting
a) Labour
Mate
Mulia unskilled
b)
Machinery
Tractor-trolley
c) Overhead charges @ 10% on (a+b)
Cost for 210 sqm= a+b+c
Rate per sqm =(a+b+c)/210
Say
(ii)50mm deep furrow cutting
a) Labour
Mate
Mulia unskilled
b)
Machinery
Tractor-trolley
each
each
0.160
4.000
65.00
55.00
10.40
220.00
230.40
hour
0.400
231.00
92.40
92.40
32.28
c) Overhead charges @ 10% on (a+b)
Cost for 210 sqm= a+b+c
Rate per sqm =(a+b+c)/210
Say
-161-
355.08
1.69
1.70
Remarks
7
Sl.
Description
No.
1
2
laying,
spreading
and
41 Providing,
compacting stone aggregates of specific
sizes to water bound macadam
specification including spreading in
uniform thickness, hand packing, rolling
with 3 wheeled steel roller 8-10 tonnes in
stages to proper grade and camber,
applying and brooming requisite type of
screening/binding materials to fill up the
interstices of coarse aggregate, watering
and compacting to the required density as
per Clause 404 of MoSRT&H
Specifications for Road & Bridge works
(4th Revision)
Unit = cum
Taking output = 360 cum
a) Labour
Mate
Mulia skilled
Mulia unskilled
b)
Machinery
Smooth 3 wheeled steel roller
@ 30cum/hour
Water tanker 6 KL capacity
c) Material
(i)Grading-I
(A) Using moorum or gravel
Grading-I 90 mm to 45 mm
@ 1.21cum per 10 sqm
for compacted thickness of 100 mm
Crushable type such as Moorum or
Gravel for grading-I
@ 0.30 cum per 10 sqm
Cost of water
Unit
Quantity
4
Rate
Rs. P
5
Cost
Rs. P
6
3
each
each
each
10.080
2.000
250.000
65.00
75.00
55.00
655.20
150.00
13750.00
14555.20
hour
12.000
269.00
3228.00
hour
24.000
506.00
12144.00
15372.00
cum
435.600
380.00
165528.00
cum
108.000
45.00
4860.00
KL
144.000
10.00
1440.00
171828.00
20175.52
d) Overhead charges @ 10% on
(a+b+c)
Cost for 360 cum = a+b+c+d
Rate per cum = (a+b+c)/360
Say
-162-
221930.72
616.47
616.50
Remarks
7
Sl.
Description
No.
1
2
(B) Using Type-A 13.2mm Stone Screening
Grading-I 90 mm to 45 mm
@ 1.21cum per 10 sqm
for compacted thickness of 100 mm
Type A 13.2 mm for grading-I
@ 0.27 cum per 10 sqm
Binding Material @ 0.08cum per
10 sqm for grading I material
Cost of water
Unit
Quantity
4
Rate
Rs. P
5
Cost
Rs. P
6
3
cum
435.600
380.00
165528.00
cum
97.200
379.00
36838.80
cum
28.800
50.00
1440.00
KL
144.000
10.00
1440.00
205246.80
23517.40
d) Overhead charges @ 10% on
(a+b+c)
Cost for 360 cum = a+b+c+d
Rate per cum = (a+b+c+d)/360
Say
(C) Using stone screened dust
Grading-I 90 mm to 45 mm
@ 1.21cum per 10 sqm
for compacted thickness of 100 mm
Stone screened dust for grading-I
@ 0.27 cum per 10 sqm
Binding Material @ 0.08cum per
10 sqm for grading I material
Cost of water
cum
435.600
380.00
165528.00
cum
97.200
50.00
4860.00
cum
28.800
50.00
1440.00
KL
144.000
10.00
1440.00
173268.00
20319.52
d) Overhead charges @ 10% on
(a+b+c)
Cost for 360 cum = a+b+c+d
Rate per cum = (a+b+c+d)/360
Say
(ii)Grading-II
(A) Using moorum or gravel
Grading-II 63 mm to 45 mm
@ 0.91 cum per 10 sqm for
compacted thickness of 75 mm
Crushable type such as Moorum or
Gravel for grading II
@ 0.22 cum per 10 sqm
Cost of water
258691.40
718.59
718.60
223514.72
620.87
620.90
cum
435.600
427.00
186001.20
cum
105.590
45.00
4751.55
KL
144.000
10.00
1440.00
192192.75
22212.00
d) Overhead charges @ 10% on
(a+b+c)
Cost for 360 cum = a+b+c+d
Rate per cum = (a+b+c+d)/360
244331.95
678.70
-163-
Remarks
7
Sl.
Description
No.
1
2
(B) Using Type-A 13.2mm Stone Screening
Grading-II 63 mm to 45 mm
@ 0.91 cum per 10 sqm for
compacted thickness of 75 mm
Type A 13.2 mm for grading-II
@ 0.12 cum per 10 sqm
Binding Material @ 0.06cum per 10
sqm for grading II material
Cost of water
Unit
Quantity
4
Rate
Rs. P
5
Cost
Rs. P
6
3
cum
435.600
427.00
186001.20
cum
57.600
379.00
21830.40
cum
28.800
50.00
1440.00
KL
144.000
10.00
1440.00
210711.60
24063.88
d) Overhead charges @ 10% on
(a+b+c)
Cost for 360 cum = a+b+c+d
Rate per cum = (a+b+c+d)/360
Say
(C) Using Type-B 11.2mm Stone Screening
Grading-II 63 mm to 45 mm
@ 0.91 cum per 10 sqm for
compacted thickness of 75 mm
Type B 11.2 mm for grading-II
@ 0.20 cum per 10 sqm
Binding Material @ 0.06cum per 10
sqm for grading II material
Cost of water
cum
435.600
427.00
186001.20
cum
96.010
237.00
22754.37
cum
28.800
50.00
1440.00
KL
144.000
10.00
1440.00
211635.57
24156.28
d) Overhead charges @ 10% on
(a+b+c)
Cost for 360 cum = a+b+c+d
Rate per cum = (a+b+c+d)/360
Say
(D) Using stone screened dust
Grading-II 63 mm to 45 mm
@ 0.91 cum per 10 sqm for
compacted thickness of 75 mm
Stone screened dust for grading-II
@ 0.18 cum per 10 sqm
Binding Material @ 0.06cum per 10
sqm for grading II material
Cost of water
264702.68
735.29
735.30
265719.05
738.11
738.10
cum
435.600
427.00
186001.20
cum
96.010
50.00
4800.50
cum
28.800
50.00
1440.00
KL
144.000
10.00
1440.00
193681.70
22360.89
d) Overhead charges @ 10% on
(a+b+c)
Cost for 360 cum = a+b+c+d
Rate per cum = (a+b+c+d)/360
Say
-164-
245969.79
683.25
683.30
Remarks
7
Sl.
No.
1
Description
Unit
2
3
(iii)Grading-III
(A) Using crushable type such as moorum or gravel
Grading-III 53 mm to 22.4 mm
cum
@ 0.91 cum per 10 sqm for
compacted thickness of 75 mm
Crushable type such as Moorum or
cum
Gravel for grading III
@ 0.22 cum per 10 sqm
Cost of water
KL
Quantity
4
Rate
Rs. P
5
Cost
Rs. P
6
435.600
465.00
202554.00
105.590
45.00
4751.55
144.000
10.00
1440.00
208745.55
23867.28
d) Overhead charges @ 10% on
(a+b+c)
Cost for 360 cum = a+b+c+d
Rate per cum = (a+b+c+d)/360
Say
(B) Using Type-B 11.2mm Stone Screening
Grading-III 53 mm to 22.4 mm
@ 0.91 cum per 10 sqm for
compacted thickness of 75 mm
Type B 11.2 mm for grading-III
@ 0.18 cum per 10 sqm
Binding Material @ 0.06cum per
10 sqm for grading III material
Cost of water
cum
435.600
465.00
202554.00
cum
86.400
237.00
20476.80
cum
28.800
50.00
1440.00
KL
144.000
10.00
1440.00
225910.80
25583.80
d) Overhead charges @ 10% on
(a+b+c)
Cost for 360 cum = a+b+c+d
Rate per cum = (a+b+c+d)/360
Say
(C) Using stone screened dust
Grading-III 53 mm to 22.4 mm
@ 0.91 cum per 10 sqm for
compacted thickness of 75 mm
Stone screened dust for grading-III
@ 0.18 cum per 10 sqm
Binding Material @ 0.06cum per
10 sqm for grading III material
Cost of water
262540.03
729.28
729.30
281421.80
781.73
781.70
cum
435.600
465.00
202554.00
cum
86.400
50.00
4320.00
cum
28.800
50.00
1440.00
KL
144.000
10.00
1440.00
209754.00
23968.12
d) Overhead charges @ 10% on
(a+b+c)
Cost for 360 cum = a+b+c+d
Rate per cum = (a+b+c+d)/360
Say
-165-
263649.32
732.36
732.40
Remarks
7
Sl.
Description
No.
1
2
Note 1, ( Anyone of the aggregate grading,
screening and binding material may be
used as per design)
2, In case of filler as moorum or gravel,
blinding material is not required.
laying,
spreading
and
42 Providing,
compacting graded stone aggregate to wet
mix macadam specification including
premixing the material with water at
OMC in mechanical mix plant, carriage
of mixed material by tipper to site, laying
in uniform layers with paver in subbase/base course on well prepared surface
and compacting with vibratory roller to
achieve the desired density as per Clause
406 of MoSRT&H Specifications for
Road & Bridge works
(4th Revision)
Unit = cum
Taking output = 225 cum (495 tonnes)
a) Labour
Mate
Mulia skilled
Mulia unskilled
b)
Machinery
Wet mix plant
of 75 tonne hourly capacity
Electric generating set 125 KVA
Front end loader 1 cum capacity
Paver finisher Mechanical 100TPH
Vibratory roller 8 - 10 tonne
(6.00 x 0.65*)
or
Smooth 3 wheeled steel roller
8-10 tonnes
Water tanker 6 KL capacity
Tipper
Unit
Quantity
3
4
Rate
Rs. P
5
each
each
each
0.480
2.000
10.000
65.00
75.00
55.00
31.20
150.00
550.00
731.20
hour
6.600
1036.00
6837.60
hour
hour
hour
hour
6.000
6.000
6.000
3.900
823.00
520.00
739.00
994.00
4938.00
3120.00
4434.00
3876.60
hour
7.800
506.00
2.00
1518.00
990.00
hour
3.000
tonne.k 495x1(L)
m
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
Cost
Rs. P
6
99.00
25813.20
-166-
Remarks
7
Sl.
No.
1
Description
c)
Unit
Quantity
2
Material ( Table 400-11)
45 mm to 22.4 mm@ 30 per cent
22.4 mm to 2.36 mm @ 40 per cent
2.36 mm to 75 micron@ 30 per cent
3
4
Rate
Rs. P
5
cum
cum
cum
89.100
118.800
89.100
490.00
565.00
50.00
43659.00
67122.00
4455.00
Cost of water
KL
18.000
10.00
180.00
115416.00
14196.04
d) Overhead charges @ 10% on
(a+b+c)
Cost for 225 cum = a+b+c+d
Rate per cum = (a+b+c+d)/225
Say
Note 1. Though vibratory roller is required
only for 3 hours as per norms, the same is
required to be available at site for 6 hours
to match with other machines. The usage
rates of vibratory roller have been
multiplied with a factor of 0.65
2. As three wheeled smooth steel rollers
are commonly in use, the same has been
provided as an alternative which can be
used if the thickness of individual layer
does not exceed 100 mm.
43 Providing and applying primer coat with
bitumen emulsion on prepared surface of
granular Base including clearing of road
surface and spraying primer at the rate of
0.60 kg/sqm using mechanical means as
per Clause 502 of MoSRT&H
Specifications for Road & Bridge works
(4th Revision).
Unit = sqm
Taking output = 3500 sqm
a) Labour
Mate
Mulia unskilled
b)
Machinery
Mechanical broom
@ 1250 sqm per hour
Air compressor 250 cfm
Emulsion pressure distributor
@ 1750 sqm per hour
Water tanker 6 KL capacity
@ 1 trip per hour
Cost
Rs. P
6
156156.44
694.03
694.00
each
each
0.080
2.000
65.00
55.00
5.20
110.00
115.20
hour
2.800
230.00
644.00
hour
hour
2.800
2.000
206.00
516.00
576.80
1032.00
hour
1.000
506.00
506.00
2758.80
-167-
Remarks
7
Sl.
No.
1
Description
c)
2
Material
Slow setting Bitumen emulsion
@ 0.6 kg per sqm
Cost of water
Unit
Quantity
3
4
Rate
Rs. P
5
tonne
2.100
15929.94
33452.87
KL
6.000
10.00
60.00
33512.87
3638.69
d) Overhead charges @ 10% on
(a+b+c)
Cost for 3500 sqm = a+b+c+d
Rate per sqm = (a+b+c+d)/3500
Say
Note Bitumen primer has been provided @
0.60 kg per sqm as per clause 502.8.
Payment shall be made with adjustment,
plus or minus, for the variation between
this quantity and the actual quantity
approved by the Engineer after the
preliminary trials referred to Clause
No.502,4,3
44 Providing and applying tack coat with
bitumen emulsion using emulsion
pressure distributor at the rate of 0.20 kg
per
sqm
on
the
prepared
bituminous/granular surface cleaned with
mechanical broom as per Clause 503 of
MoSRT&H Specifications for Road &
Bridge works (4th Revision)
Unit = sqm
Taking output = 3500 sqm
a) Labour
Mate
Mulia unskilled
b)
Machinery
Mechanical broom
@ 1250 sqm per hour
Air compressor 250 cfm
Emulsion pressure distributor
@ 1750 sqm per hour
Cost
Rs. P
6
40025.56
11.44
11.40
each
each
0.080
2.000
65.00
55.00
5.20
110.00
115.20
hour
2.800
230.00
644.00
hour
hour
2.800
2.000
206.00
516.00
576.80
1032.00
2252.80
c)
Material
Rapid setting Bitumen emulsion
@ 0.2 kg per sqm
tonne
0.700
15769.53
11038.67
11038.67
1340.67
d) Overhead charges @ 10% on
(a+b+c)
Cost for 3500 sqm = a+b+c+d
Rate per sqm = (a+b+c+d)/3500
Say
-168-
14747.34
4.21
4.20
Remarks
7
Sl.
Description
No.
1
2
Note 1. Bitumen emulsion has been provided
@ 0.20 kg per sqm as per clause 503.8.
Payment shall be made with adjustment,
plus or minus, for the variation between
this quantity and actual quantity approved
by the Engineer after preliminary trials
referred to in Clause No.503,4,3
2. An output of 3500 sqm has been
considered in case of prime coat and tack
coat which can be covered by bituminous
courses on the same day.
and
laying bituminous
45 Providing
macadam with hot mix plant using
crushed aggregates of specified grading
premixed with bituminous binder of
60/70 penetration grade of bitumen,
transported to site, laid over a previously
prepared surface with a hydrostatic paver
finisher with sensor control to the
required grade, level and alignment and
rolling with smooth wheeled, vibratory
and tandem rollers to achieve the desired
compaction as per Clause 504 of
MoSRT&H Specifications for Road &
Bridge works (4th Revision)
Unit
Quantity
3
4
Rate
Rs. P
5
Cost
Rs. P
6
each
each
0.760
14.000
65.00
55.00
49.40
770.00
each
5.000
75.00
375.00
Unit = cum
Taking output = 205 cum (450 tonnes)
a) Labour
Mate
Mulia unskilled working with HMP,
mechanical broom, paver, roller,
asphalt cutter and assistance for
setting out lines, levels and layout of
t Skilled
ti
Mulia
for checking line &
levels
1194.40
b)
Machinery
Batch mix HMP 100-120 TPH
@ 75 tonne per hour actual output
Paver finisher hydrostatic with sensor
control @ 75 cum per hour
Generator 250 KVA
Front end loader 1 cum bucket
Tipper 10 tonne capacity
hour
6.000
11167.00
67002.00
hour
6.000
1725.00
10350.00
hour
6.000
1125.00
hour
6.000
520.00
tonne.k 450x1(L)
2.00
m
6750.00
3120.00
900.00
-169-
Remarks
7
Sl.
No.
1
Description
Unit
Quantity
2
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
Smooth wheeled roller 8-10 tonnes
for initial break down rolling
(6.00 X 0.65* = 3.90 hours)
Vibratory roller 8 tonnes for
intermediate rolling.(6.00 X 0.65* =
Finish rolling with 6-8 tonnes smooth
wheeled tandem roller.
(6.00 X 0.65* = 3.90 hours)
3
4
Rate
Rs. P
5
Cost
Remarks
Rs. P
6
7
90.00
hour
3.900
269.00
1049.10
hour
3.900
994.00
3876.60
hour
3.900
738.00
2878.20
96015.90
c) Material
(A) *Grading I ( 40 mm nominal size )
(i) 60/70 penetration grade of
Bitumen @ 3.1 per cent of mix
Weight of mix = 205 x 2.2 = 450 tonne
ii) Aggregate
Total weight of mix = 450 tonnes
Weight of bitumen = 13.95 tonnes
Weight of aggregate = 450.00 - 13.95 =
436.05 tonnes
Taking density of aggregate = 1.5
ton/cum
Volume of aggregate = 290.7 cum
37.5 - 25 mm @ 15 per cent
25 - 10 mm @ 45 per cent
10 - 5 mm @ 25 per cent
5 mm and below @ 15 per cent
tonne
13.950
21791.08
303985.57
cum
cum
cum
cum
43.605
130.815
72.675
43.605
464.00
638.00
547.50
237.00
20232.72
83459.97
39789.56
10334.39
457802.20
55501.25
d) Overhead charges @ 10% on
(a+b+c)
Cost for 205 cum = a+b+c+d
Rate per cum = (a+b+c+d)/205
Say
(B) Grading II (19 mm nominal size)
(i) 60/70 penetration grade of
Bitumen @ 3.3 per cent of mix
Weight of mix = 205 x 2.2 = 450 tonne
ii) Aggregate
Total weight of mix = 450 tonnes
Weight of bitumen = 14.85 tonnes
Weight of aggregate = 450.00 - 14.85 =
435.15 tonnes
Taking density of aggregate = 1.5
ton/cum
tonne
-170-
14.850
21791.08
610513.75
2978.12
2978.10
323597.54
Sl.
No.
1
Description
2
Volume of aggregate = 290.1 cum
25 - 10 mm @ 40 per cent
10 - 5 mm @ 40 per cent
5 mm and below @ 20 per cent
Unit
Quantity
4
Rate
Rs. P
5
Cost
Rs. P
6
3
cum
cum
cum
116.040
116.040
58.020
638.00
547.50
237.00
74033.52
63531.90
13750.74
474913.70
57212.40
d) Overhead charges @ 10% on
(a+b+c)
Cost for 205 cum = a+b+c+d
Rate per cum = (a+b+c+d)/205
Say
* Any one of the alternative may be
adopted as per approved design
Note *1. Although the rollers are required only
for 3 hours as per norms of output, but
the same have to be available at site for
six hours as the hot mix plant and paver
will take six hours for mixing and paving
the output of 450 tonnes considered in
this analysis. To cater for the idle period
of this rollers, their usage rates have been
multiplied by a factor of 0.65.
2.Quantity of Bitumen has been taken for
analysis purpose. The actual quantity will
depend upon job mix formula.
3. Labour for traffic control, watch and
ward and other miscellaneous duties at
site including sundries have been
included in administrative overheads of
4. BM is to be laid over freshly laid tack
coat otherwise provision of Mechanical
broom and 2 mazdoors for the same shall
be included which has been deleted as
provided in the cost of tack coat.
46 Providing and laying dense graded
bituminous macadam with hot mix plant
using crushed aggregates of specified
grading, premixed with bituminous
binder of 60/70 penetration grade of
bitumen, transporting the hot mix to work
site, l;aying with a hydrostatic paver
finisher with sensor control to the
required grade, level and alignment,
rolling with smooth wheeled, vibratory
and tandem rollers to achieve the desired
compaction as per Clause 507 of
MoSRT&H Specifications for Road &
Bridge works (4th Revision)
Unit = cum
-171-
629336.40
3069.93
3069.90
Remarks
7
Sl.
No.
1
Description
2
Taking output = 195 cum (450 tonnes)
a) Labour
Mate
Mulia unskilled working with HMP,
mechanical broom, paver, roller,
asphalt cutter and assistance for
setting out lines, levels and layout of
construction
Mulia Skilled for checking line &
levels
Unit
Quantity
3
4
Rate
Rs. P
5
Cost
Rs. P
6
each
each
0.760
14.000
65.00
55.00
49.40
770.00
each
5.000
75.00
375.00
1194.40
b)
Machinery
Batch mix HMP 100-120TPH @ 75
tonne per hour
Paver finisher hydrostatic with sensor
control @ 75 cum per hour
Generator 250 KVA
Front end loader 1 cum bucket
capacity
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
Smooth wheeled roller 8-10 tonnes
for initial break down rolling.
(6.00 x 0.65* = 3.90)
Vibratory roller 8 tonnes for
intermediate rolling
(6.00 x 0.65* = 3.90)
Finish rolling with 6-8 tonnes smooth
wheeled tandem roller
(6.00 x 0.65* = 3.90)
hour
6.000
11167.00
67002.00
hour
6.000
1725.00
10350.00
hour
hour
6.000
6.000
1125.00
520.00
6750.00
3120.00
2.00
900.00
tonne.k 450x1(L)
m
90.00
hour
3.900
269.00
1049.10
hour
3.900
994.00
3876.60
hour
3.900
738.00
2878.20
96015.90
c) Materials
(A) Grading - I (40 mm Nominal Size)
(i)60/70 penetration grade of
Bitumen @ 4 per cent of weight of
mix
Aggregate
Total weight of mix = 450 tonnes
Weight of bitumen = 18.00 tonnes
Weight of aggregate = 450.00 -18.00 =
432.00 tonnes
tonne
-172-
18.000
21791.08
392239.44
Remarks
7
Sl.
No.
1
Description
2
Taking density of aggregate =
1.5 ton/cum
Volume of aggregate = 288.00 cum
37.5 - 25 mm @ 22 per cent
25 - 10 mm @ 13 per cent
10 -4.75 mm @ 19 per cent
4.75 mm and below @ 44 per cent
Filler @ 2 per cent of weight of
aggregates.
Unit
Quantity
4
Rate
Rs. P
5
Cost
Rs. P
6
3
cum
cum
cum
cum
cum
63.360
37.440
54.720
126.720
5.760
464.00
638.00
547.50
237.00
50.00
29399.04
23886.72
29959.20
30032.64
288.00
505805.04
60301.53
d) Overhead charges @ 10% on
(a+b+c)
Cost for 195 cum = a+b+c+d
Rate per cum = (a+b+c+d)/195
Say
(B) Grading - II (25 mm Nominal Size)
60/70 penetration grade of Bitumen
@ 4.5 per cent of weight of mix
Aggregate
Total weight of mix = 450 tonnes
Weight of bitumen = 20.25 tonnes
Weight of aggregate = 450.00 - 20.25 =
429.75 tonnes
Taking density of aggregate =
1.5 ton/cum
Volume of aggregate = 286.50 cum
25 - 10 mm @ 30 per cent
10 - 5 mm @ 28 per cent
5 mm and below @ 40 per cent
Filler @ 2 per cent of weight of
aggregates.
663316.87
3401.62
3401.60
tonne
20.250
21791.08
441269.37
cum
cum
cum
cum
85.950
80.220
114.600
5.730
638.00
547.50
237.00
50.00
54836.10
43920.45
27160.20
286.50
567472.62
66468.29
d) Overhead charges @ 10% on
(a+b+c)
Cost for 195 cum = a+b+c+d
Rate per cum = (a+b+c+d)/195
Say
* Any one of the alternative may be
adopted as per approved design
-173-
731151.21
3749.49
3749.50
Remarks
7
Sl.
Description
No.
1
2
Note *1. Although the rollers are required only
for 3 hours as per norms of output, but
the same have to be available at site for
six hours as the hot mix plant and paver
will take six hours for mixing and paving
the output of 450 tonnes considered in
this analysis. To cater for the idle period
of this rollers, their usage rates have been
multiplied by a factor of 0.65.
2.Quantity of Bitumen has been taken for
analysis purpose. The actual quantity will
depend upon job mix formula.
Unit
Quantity
3
4
3. Labour for traffic control, watch and
ward and other miscellaneous duties at
site including sundries have been
included in administrative overheads of
the contractor.
4. DBM is to be laid over freshly laid tack
coat otherwise provision of Mechanical
broom and 2 mazdoors for the same shall
be included which has been deleted as
provided in the cost of tack coat.
5. The individual density for each size of
aggregates to be used for construction I.e.
37.5-25 mm, 25-10 mm etc. should be
found in the laboratory and accordingly
the quantities should be ammended for
use in field. The average density of 1.5
tonne/cum is only a reference density in
this Data Book,
6. The individual percentage of
aggregates should be calculated from the
total weight of dry aggregates i.e..
excluding the weight of bitumen. The
weight of filler will also be 2 per cent by
weight of dry aggregates.
-174-
Rate
Rs. P
5
Cost
Rs. P
6
Remarks
7
Sl.
Description
No.
1
2
47 Providing and laying semi dense
bituminous concrete with batch type hot
mix plant using crushed aggregates of
specified
grading, premixed
with
bituminous binder of 60/70 penetration
grade of bitumen, transporting the hot
mix to work site, laying with a
hydrostatic paver finisher with sensor
control to the required grade, level and
alignment, rolling with smooth wheelede,
vibratory and tandem rollers to achieve
the desired compaction as per Clause 508
of MoSRT&H Specifications for Road &
Bridge works (4th Revision)
Unit
Quantity
3
4
Rate
Rs. P
5
Cost
Rs. P
6
each
each
0.760
14.000
65.00
55.00
49.40
770.00
each
5.000
75.00
375.00
Unit = cum
Taking output = 195 cum (450 tonnes)
a) Labour
Mate
Mulia unskilled working with HMP,
mechanical broom, paver, roller,
asphalt cutter and assistance for
i Skilled
li forlchecking
l
d line
l & f
Mulia
l
b)
l
1194.40
Machinery
Batch mix HMP 100-120TPH
hour
6.000
11167.00
@ 75 tonne per hour
Paver finisher hydrostatic with sensor
hour
6.000
1725.00
control @ 75 cum per hour
Generator 250 KVA
hour
6.000
1125.00
Front end loader 1 cum bucket
hour
6.000
520.00
Tipper 10 tonne capacity
tonne.k 450x1(L)
2.00
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
Smooth wheeled roller 8-10 tonnes
hour
3.900
269.00
for initial break down rolling.
(6.00 X 0.65* = 3.90)
Vibratory roller 8 tonnes for
hour
3.900
994.00
intermediate rolling
(6.00 x 0.65* = 3.90)
Finish rolling with 6-8 tonnes smooth
hour
3.900
738.00
wheeled tandem roller.
(6.00 x 0.65* = 3.90)
67002.00
10350.00
6750.00
3120.00
900.00
90.00
1049.10
3876.60
2878.20
96015.90
-175-
Remarks
7
Sl.
No.
1
Description
2
c) Material
(A) Grading I: 13 mm (Nominal Size)
i) 60/70 penetration grade of
Bitumen
@ 4.5 per cent of weight of mix
ii) Aggregate
Total weight of mix = 450 tonnes
Weight of bitumen = 20.25 tonnes
Weight of aggregate = 450.00 - 20.25 =
429.75 tonnes
Taking density of aggregate = 1.5
Volume of aggregate = 286.5 cum
13.2 - 10 mm @ 20 per cent
10 - 5 mm @ 38 per cent
5 mm and below @ 40 per cent
Filler @ 2 per cent of weight of
aggregates.
Unit
Quantity
4
Rate
Rs. P
5
Cost
Rs. P
6
3
tonne
20.250
21791.08
441269.37
cum
cum
cum
cum
57.300
108.870
114.600
5.730
642.00
547.50
237.00
50.00
36786.60
59606.33
27160.20
286.50
565109.00
66231.93
d) Overhead charges @ 10% on
(a+b+c)
Cost for 195 cum = a+b+c+d
Rate per cum = (a+b+c+d)/195
Say
(B) Grading II: 10 mm (Nominal Size)
60/70 penetration grade of Bitumen
@5 per cent of weight of mix
weight of mix = 450 tonne
Aggregate
Total weight of mix = 450 tonnes
Weight of bitumen = 22.5 tonnes
Weight of aggregate = 450.00 - 22.50 =
427.50 tonnes
Taking density of aggregate = 1.5
ton/cum
Volume of aggregate = 285 cum
9.5 - 4.75 mm @ 57 per cent
4.75 and below @ 41 per cent
Filler @ 2 per cent of weight of
aggregates.
728551.22
3736.16
3736.20
tonne
22.500
21791.08
490299.30
cum
cum
cum
162.450
116.850
5.700
547.50
237.00
50.00
88941.38
27693.45
285.00
607219.13
70442.94
d) Overhead charges @ 10% on
(a+b+c)
Cost for 195 cum = a+b+c+d
Rate per cum = (a+b+c+d)/195
*Any one of the alternative may be
adopted as per approved design
774872.37
3973.70
-176-
Remarks
7
Sl.
Description
No.
1
2
Note *1. Although the rollers are required only
for 3 hours as per norms of output, but
the same have to be available at site for
six hours as the hot mix plant and paver
will take six hours for mixing and paving
the output of 450 tonnes considered in
this analysis. To cater for the idle period
of this rollers, their usage rates have been
multiplied by a factor of 0.65.
2.Quantity of Bitumen has been taken for
analysis purpose. The actual quantity will
depend upon job mix formula.
3. Labour for traffic control, watch and
ward and other miscellaneous duties at
site including sundries have been
included in administrative overheads of
4. SDBC is to be laid over freshly laid
tack coat otherwise provision of
Mechanical broom and 2 mazdoors for
the same shall be included which has
been deleted as provided in the cost of
tack coat.
5. The quantity of Bitumen to be adjusted
as per job mix formula.
48 Providing and laying bituminous concrete
with batch type hot mix plant using
crushed aggregates of specified grading,
premixed with bituminous binder of
60/70 penetration grade of bitumen,
transporting the hot mix to work site,
laying with a hydrostatic paver finisher
with sensor control to the required grade,
level and alignment, rolling with smooth
wheelede, vibratory and tandem rollers to
achieve the desired compaction as per
Clause 509 of MoSRT&H Specifications
for Road & Bridge works (4th Revision)
Unit = cum
Taking output = 191 cum (450 tonnes)
a) Labour
Mate
Mulia unskilled working with HMP,
mechanical broom, paver, roller,
asphalt cutter and assistance for
Mulia Skilled for checking line &
levels
Unit
Quantity
3
4
Rate
Rs. P
5
Cost
Rs. P
6
each
each
0.760
14.000
65.00
55.00
49.40
770.00
each
5.000
75.00
375.00
1194.40
-177-
Remarks
7
Sl.
No.
1
Description
b)
2
Machinery
Batch mix HMP 100-120TPH
@ 75 tonne per hour
Paver finisher hydrostatic with sensor
control @ 75 cum per hour
Generator 250 KVA
Front end loader 1 cum bucket
capacity
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
Smooth wheeled roller 8-10 tonnes
for initial break down rolling.
(6.00 X 0.65* = 3.90)
Vibratory roller 8 tonnes for
intermediate rolling
(6.00 x 0.65* = 3.90)
Finish rolling with 6-8 tonnes smooth
wheeled tandem roller.
(6.00 x 0.65* = 3.90)
Unit
Quantity
3
4
Rate
Rs. P
5
hour
6.000
11167.00
67002.00
hour
6.000
1725.00
10350.00
hour
hour
6.000
6.000
1125.00
520.00
6750.00
3120.00
2.00
900.00
tonne.k 450x1(L)
m
Cost
Rs. P
6
90.00
hour
3.900
269.00
1049.10
hour
3.900
994.00
3876.60
hour
3.900
738.00
2878.20
96015.90
c)
Material
i) 60/70 penetration grade of
Bitumen
@ 5 per cent of weight of mix
ii) Aggregate
Total weight of mix = 450 tonnes
Weight of bitumen = 22.5 tonnes
Weight of aggregate = 450.00 - 22.50 =
427.50 tonnes
Taking density of aggregate = 1.5
ton/cum
Volume of aggregate = 285 cum
(A) * Grading - I (19 mm Nominal Size)
60/70 penetration grade of bitumen
20 - 10 mm @ 35 per cent
10 - 5 mm @ 23 per cent
5 mm and below @ 40 per cent
Filler @ 2 per cent of weight of
aggregates.
tonne
cum
cum
cum
cum
22.500
99.750
65.550
114.000
5.700
21791.08
640.00
547.50
237.00
50.00
490299.30
63840.00
35888.63
27018.00
285.00
617330.93
71454.12
d) Overhead charges @ 10% on
(a+b+c)
Cost for 191cum = a+b+c+d
Rate per cum = (a+b+c+d)/191
Say
-178-
785995.35
4115.16
4115.20
Remarks
7
Sl.
Description
No.
1
2
(B) Grading - II (13 mm Nominal Size)
60/70 penetration grade of bitumen
13.2 - 10 mm @ 30 per cent
10 - 5 mm @ 25 per cent
5 mm and below @ 43 per cent
Filler @ 2 per cent of weight of
aggregates.
Unit
Quantity
4
Rate
Rs. P
5
Cost
Rs. P
6
3
tonne
cum
cum
cum
cum
22.500
85.500
71.250
122.550
5.700
21791.08
642.00
547.50
237.00
50.00
490299.30
54891.00
39009.38
29044.35
285.00
613529.03
71073.93
d) Overhead charges @ 10% on
(a+b+c)
Cost for 191 cum = a+b+c+d
Rate per cum = (a+b+c+d)/191
Say
*Any one of the alternative may be
adopted as per approved design
Note *1. Although the rollers are required only
for 3 hours as per norms of output, but
the same have to be available at site for
six hours as the hot mix plant and paver
will take six hours for mixing and paving
the output of 450 tonnes considered in
this analysis. To cater for the idle period
of this rollers, their usage rates have been
multiplied by a factor of 0.65.
2.Quantity of Bitumen has been taken for
analysis purpose. The actual quantity will
depend upon job mix formula.
3. Labour for traffic control, watch and
ward and other miscellaneous duties at
site including sundries have been
included in administrative overheads of
th
t tot be laid over freshly laid tack
4. BC is
coat otherwise provision of Mechanical
broom and 2 mazdoors for the same shall
be included which has been deleted as
provided in the cost of tack coat.
5. The individual density for each size of
aggregates to be used for construction i.e.
37.5-25 mm, 25-10 mm etc. should be
found in the laboratory and accordingly
the quantities should be ammended for
use in field. The average density of 1.5
tonne/cum is only a reference density in
this Data Book.
-179-
781813.26
4093.26
4093.30
Remarks
7
Sl.
No.
1
Description
2
6. The individual percentage of
aggregates should be calculated from the
total weight of dry aggregates i.e..
excluding the weight of bitumen. The
weight of filler will also be 2 per cent by
weight of dry aggregates.
49 Providing and laying surface dressing as
wearing course in single coat using
crushed stone aggregates of specified size
on a layer of bituminous binder of 60/70
penetration grade of bitumen laid on
prepared surface and rolling with 8-10
tonne smooth wheeled steel roller as per
Clause 510 of MoSRT&H Specifications
for Road & Bridge works (4th Revision)
Unit = sqm
Taking output = 9000 sqm
a) Labour
Mate
Mulia unskilled
Mulia skilled
b)
Machinery
Mechanical broom
@ 1250 sqm per hour
Air compressor 250 cfm
Hydraulic self propelled chip spreader
@ 1500 sqm per hour
Tipper 10 tonne capacity for carriage
of stone chips from stockpile on road
side to chip spreader
Front end loader 1 cum bucket
Bitumen pressure distributor
Smooth wheeled roller 8-10 tonne
weight
Unit
Quantity
3
4
Rate
Rs. P
5
Cost
Rs. P
6
each
each
each
0.440
9.000
2.000
65.00
55.00
75.00
28.60
495.00
150.00
673.60
hour
7.200
230.00
1656.00
hour
hour
7.200
6.000
206.00
1700.00
1483.20
10200.00
hour
6.000
506.00
3036.00
hour
hour
hour
6.000
6.000
6.000
520.00
692.00
269.00
3120.00
4152.00
1614.00
25261.20
c) Material
(i) Case -I:-19 mm nominal size chipping
60/70 penetration grade of bitumen
Bitumen @ 1.20 kg per sqm
Crushed stone chipping,19 mm
nominal size @ 0.015 cum per sqm
tonne
10.800
21791.08
235343.66
cum
135.000
638.00
86130.00
321473.66
-180-
Remarks
7
Sl.
No.
1
Description
2
d) Overhead charges @ 10% on
(a+b+c)
Cost for 9000 sqm = a+b+c+d
Rate per sqm = (a+b+c+d)/9000
Unit
Quantity
3
4
Rate
Rs. P
5
Say
(ii) Case - II:13 mm nominal size chipping
60/70 penetration grade of bitumen
Bitumen @ 1.00 kg per sqm
Crushed stone chipping,13 mm
nominal size @ 0.01 cum per sqm
Cost
Remarks
Rs. P
6
7
34740.85
382149.31
42.46
42.50
tonne
9.000
21791.08
196119.72
cum
90.000
642.00
57780.00
253899.72
27983.45
d) Overhead charges @ 10% on
(a+b+c)
Cost for 9000 sqm = a+b+c+d
Rate per sqm = (a+b+c+d)/9000
Note 1.Where the proposed aggregate fails to
pass the stripping test, an approved
adhesion agent may be added to the
binder
as
per
clause
510.2.4.
Alternatively, chips may be pre-coated as
per clause 510.2.5
307817.97
34.20
2.Input for the second coat, where
required, will be the same as per the Ist
coat mentioned above
50 Providing, laying and rolling of open graded premix surfacing of 20 mm
thickness composed of 13.2 mm to 5.6
mm aggregates with batch type hot mix
plant and using 60/70 penetration grade
of bitumen to required line, grade and
level to serve as wearing course on a
previously prepared base including
mixing in a suitable plant, laying and
rolling with a smooth wheeled roller 8-10
tonne capacity, finished to required level
and grades as per Clause 511 of
MoSRT&H Specifications for Road &
Bridge works (4th Revision)
Unit = sqm
Taking output = 10250 sqm
(205 cum = 450tonne)
a) Labour
Mate
Mulia unskilled working with HMP,
road sweeper, paver and roller
Mulia Skilled for checking line &
each
each
0.760
14.000
65.00
55.00
49.40
770.00
each
5.000
75.00
375.00
1194.40
-181-
Sl.
No.
1
b)
Description
Unit
Quantity
2
Machinery
i) Batch type HMP 100-120 TPH
@ 75 tonne per hour
ii) Electric Generator Set 250 KVA
iii) Front end loader 1 cum bucket
capacity
iv) Tipper 10 tonne capacity
3
4
Rate
Rs. P
5
hour
6.000
11167.00
67002.00
hour
hour
6.000
6.000
1125.00
520.00
6750.00
3120.00
2.00
900.00
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
v) Paver finisher Mechanical 100TPH
iv) Smooth wheeled roller 8-10 tonnes
weight
tonne.k 450x1(L)
m
Cost
Rs. P
6
90.00
hour
6.000
739.00
4434.00
hour
6.000
269.00
1614.00
83910.00
c)
Material
60/70 penetration grade of bitumen
Bitumen @ 14.60 kg per 10 sqm
Crushed stone chipping,13.2 mm to
5.6 mm @ 0.27 cum per 10 sqm
13.2mm nominal size
@ 0.18 cum per 10 sqm
11.2mm nominal size
@ 0.09 cum per 10 sqm
tonne
14.965
21791.08
326103.51
cum
184.500
640.00
118080.00
cum
92.250
663.00
61161.75
505345.26
59044.97
d) Overhead charges @ 10% on
(a+b+c)
Cost for 10250 sqm = a+b+c+d
Rate per sqm = (a+b+c+d)/10250
Say
Note Premix sand seal coat of 'B' type is
proposed to be provided over the open
graded premix carpet immediately on the
same day. As the same HMP and other
machines will be used for laying of
premix sand seal coat, out of 6 effective
working hours, 4.00 hours may be utilised
for laying of premix carpet and balance
2.00 hours for the purpose of seal coat. In
case type-A seal coat is proposed, HMP
can be worked out for six hours for the
premix carpet as type-A seal coat does
not require the use of HMP.
-182-
649494.63
63.37
63.40
Remarks
7
Sl.
Description
No.
1
2
51 Providing, laying and rolling of closegraded premix surfacing material of 20
mm thickness composed of specified size
of stone aggregates using 60/70
penetration grade of bitumen to the
required line, grade and level to serve as
wearing course on a previously prepared
base including mixing in a suitable plant,
laying and rolling with a smooth wheeled
roller 8-10 tonne capacity and finishing to
required level and grade as per Clause
512 of MoSRT&H Specifications for
Road & Bridge works (4th Revision)
Unit = sqm
Taking output = 10250 sqm (205 cum)
a) Labour
Mate
Mulia unskilled working with HMP,
road sweeper, paver and roller
Mulia Skilled for checking line &
b)
Machinery
i) Batch type HMP 100-120 TPH
@ 75 tonne per hour
ii) Electric Generator Set 250 KVA
iii) Front end loader 1 cum bucket
capacity
iv) Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
v) Paver finisher Mechanical 100TPH
iv) Smooth wheeled roller 8-10 tonnes
weight
Unit
Quantity
3
4
Rate
Rs. P
5
each
each
0.760
14.000
65.00
55.00
49.40
770.00
each
5.000
75.00
375.00
1194.40
hour
6.000
11167.00
67002.00
hour
hour
6.000
6.000
1125.00
520.00
6750.00
3120.00
2.00
900.00
tonne.k 450x1(L)
m
Cost
Rs. P
6
90.00
hour
hour
6.000
6.000
739.00
269.00
4434.00
1614.00
83910.00
c) Material
(I) Type-A(11.2mm to 0.09mm nominal
size)
60/70 penetration grade of Bitumen
@ 22 kg per 10 sqm
Stone crushed aggregates 11.2 mm to
0.09mm @ 0.27 cum per 10 sqm
tonne
22.550
21791.08
491388.85
cum
276.750
457.00
126474.75
617863.60
-183-
Remarks
7
Sl.
No.
1
Description
2
d) Overhead charges @ 10% on
(a+b+c)
Cost for 10250 sqm = a+b+c+d
Rate per sqm = (a+b+c+d)/10250
Unit
Quantity
3
4
Rate
Rs. P
5
Say
(ii) Type-B(13,2mm to 0,09mm nominal
size)
60/70 penetration grade of Bitumen
@ 19 kg per 10 sqm
Stone crushed aggregates 13.2 mm to
0.09 mm @ 0.27 cum per 10 sqm
19.475
21791.08
424381.28
cum
276.750
543.50
150413.63
574794.91
65989.93
Say
b)
Machinery
Hydraulic self propelled chip spreader
Tipper 5.5 cum capacity
Front end loader 1 cum bucket
capacity
Bitumen pressure distributor
@ 1750 sqm per hour
Smooth wheeled roller 8 -10 tonne
weight
773264.80
75.44
75.40
tonne
d) Overhead charges @ 10% on
(a+b+c)
Cost for 10250 sqm = a+b+c+d
Rate per sqm = (a+b+c+d)/10250
* Any one of the alternative may be
adopted
52 Providing and laying seal coat sealing the
voids in a bituminous surface laid to the
specified levels, grade and cross fall using
Type-A seal coat with 0.09cum of 6.7mm
size chips and 9.80kg. of 60/70
penetration grade of bitumen for 10sqm
as per Clause No. 513 of MoSRT&H
specifications for Road & Bridge works
(4th Revision)
Unit = sqm
Taking output = 10250 sqm (92.25
cum)
a) Labour
Mate
Mulia unskilled
Cost
Remarks
Rs. P
6
7
70296.80
725889.24
70.82
70.80
each
each
0.240
6.000
65.00
55.00
15.60
330.00
345.60
hour
6.000
1700.00
10200.00
hour
hour
6.000
6.000
506.00
520.00
3036.00
3120.00
hour
6.000
692.00
4152.00
hour
6.000
269.00
1614.00
22122.00
-184-
Sl.
No.
1
Description
c)
2
Material
60/70 penetration grade of Bitumen
@ 9.80 kg per 10 sqm
Crushed stone chipping of 6.7 mm
size defined as 100 per cent passing
11.2 mm sieve and retained on 2.36
mm sieve applied @ 0.09 cum per 10
Unit
Quantity
4
Rate
Rs. P
5
Cost
Rs. P
6
3
tonne
10.045
21791.08
218891.40
cum
92.250
424.00
39114.00
258005.40
28047.30
d) Overhead charges @ 10% on
(a+b+c)
Cost for 10250 sqm = a+b+c+d+e
Rate per sqm = (a+b+c+d+e)/10250
Note Since seal coat is provided immediately
over the bituminous layers, mechanical
broom for clearing has not been catered.
53 Providing and laying 6mm thick
precoated seal coat Type-B using
0.06cum of 6.7mm size chips and
6.80kg.of 60/70 penetration grade of
bitumen for 10sqm with 100-120 TPH
HMP by transporting the Hot Mix to
work site laying with a Mechanical Paver
Finisher to the required grade, level and
alignment as per Clause No. 513 of
MoSRT&H specifications for Road &
id = sqmk (4 h
ii )
Unit
Taking output = 7858 sqm
(47.16 cum = 104tonne)
a) Labour
Mate
Mulia unskilled
b)
Machinery
Batch type HMP 100-120 TPH
@ 75 tonne per hour
Electric Generator Set 250 KVA
Front end loader 1 cum bucket
capacity
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
Paver finisher Mechanical 100TPH
Smooth wheeled 8-10 tonnes capacity
308520.30
30.10
each
each
0.160
4.000
65.00
55.00
hour
2.000
11167.00
22334.00
hour
hour
2.000
2.000
1125.00
520.00
2250.00
1040.00
2.00
208.00
tonne.k 104x1(L)
m
10.40
220.00
230.40
20.80
hour
hour
-185-
2.000
2.000
739.00
269.00
1478.00
538.00
27868.80
Remarks
7
Sl.
No.
1
Description
c)
2
Material
60/70 penetration grade of Bitumen
@ 6.80 kg per 10 sqm
Crushed stone chipping of 6.7 mm
size defined as passing 11.2 mm sieve
and retained on 2.36 mm sieve
applied @ 0.06 cum per 10 sqm
Unit
Quantity
4
Rate
Rs. P
5
Cost
Rs. P
6
3
tonne
5.343
21791.08
116429.74
cum
47.150
490.00
23103.50
139533.24
16763.24
d) Overhead charges @ 10% on
(a+b+c)
Cost for 7858 sqm = a+b+c+d
Rate per sqm = (a+b+c+d)/7858
Say
Note Since seal coat is required to be provided
over the premix carpet on the same day,
out of the 6 working hours of the HMP,
4.00 hours are proposed to be utilised for
the premix carpet and the balance 2.00
hours for the seal coat. Hence 2.00 hours
have been considered for this case. This
may be linked to rate analysis worked out
under Clause 511.
54 Providing and laying 25 mm thick mastic
asphalt wearing course with paving grade
bitumen meeting the requirements given
in table 500-29, prepared by using mastic
cooker and laid to required level and
slope after cleaning the surface, including
providing antiskid surface with bitumen
precoated fine grained hard stone
chipping of 13.2mm nominal size @
0.005cum per 10sqm and at an
approximate spacing of 10cm center to
center in both directions, pressed into
surface when the temperature of surfaces
is not less than 100 degree centigrade,
protruding 1 mm to 4 mm over mastic
surface all complete as per Clause 515 of
MoSRT&H Specifications for Road &
Bridge works (4th Revision)
Unit = sqm
Taking output = 35.00 sqm (0.87 cum )
assuming a density of
2.3 tonnes/cum.-2 tonnes
-186-
184395.68
23.47
23.50
Remarks
7
Sl.
No.
1
Description
Unit
Quantity
2
3
4
Rate
Rs. P
5
each
each
each
0.44
10.00
1.00
65.00
55.00
75.00
28.60
550.00
75.00
653.60
hour
0.06
230.00
13.80
hour
hour
hour
hour
0.06
6.00
6.00
1.00
206.00
1442.00
128.00
231.00
12.36
8652.00
768.00
231.00
a) Labour
Mate
Mulia unskilled
Mulia skilled
b)
Machinery
Mechanical broom
@ 1250 sqm per hour
Air compressor 250 cfm
Mastic cooker 1 tonne capacity
Bitumen boiler 1500 litres capacity
Tractor for towing and positioning of
mastic cooker and bitumen boiler
Cost
Rs. P
6
9677.16
c) Material
Base mastic (without coarse aggregates) =
60 per cent
Coarse aggregate (6.3mm to 13.2 mm) =
40 per cent .
Proportion of material required for mastic
asphalt with coarse aggregates (based on
mix design done by CRRI for a specific
case)
I) Bitumen 30/40 penetration grade @
10.2 per cent by weight of mix. 2 x
10.2/100 = 0.204
ii) Fine aggregate passing 2.36mm
and retained on 0.075mm sieve @
31.9 per cent by weight of mix = 2 x
31.9/100 = 0.638 tonnes =
0.638/1.625 = 0.39
iii) Lime stone dust filler with calcium
content not less than 80 per cent by
weight @ 17.92 per cent by weight of
mix = 2 x 17.92/100 = 0.36
iv) Coarse aggregates 6.3 mm to 13.2
mm @ 40 per cent by weight of mix
= 2 x 40/100 = 0.8 MT = 0.8/1.456 =
0.55
v) Pre-coated stone chips of 13.2 mm
nominal size for skid resistance = 35 x
0.005/10 = 0.018
vi) Bitumen for coating of chips @ 2
per cent by weight = 0.018 x 1.456 x
2/100 = 0.0005 MT = 0.5kg
tonne
0.204
23160.72
cum
0.390
50.00
tonne
0.360
9000.00
3240.00
cum
0.550
671.00
369.05
cum
0.018
1000.00
18.00
kg
0.500
21.79
4724.79
19.50
10.90
8382.23
-187-
Remarks
7
Sl.
No.
1
Description
2
d) Overhead charges @ 10% on
(a+b+c)
Cost for 35.00 sqm = a+b+c+d
Rate per sqm = (a+b+c+d)/35
Unit
Quantity
3
4
Rate
Rs. P
5
Say
Cost
Remarks
Rs. P
6
7
1871.30
20584.29
588.12
588.10
Note 1.The rates for 50 mm & 40 mm thick
layers may be worked out on pro-rata
basis.
2.Where tack coat is required to be
provided before laying mastic asphalt, the
same is required to be measured and paid
separately.
3.The quantities of binder, filler and
aggregates are for estimating purpose.
Exact quantities shall be as per mix
design.
4.This rate analysis is based on design
made by CRRI for a specific case and is
meant for estimating purposes only.
Actual design is required to be done for
each case.
55 Construction of dry lean cement concrete
Sub- base over a prepared sub-grade with
coarse and fine aggregate conforming to
IS: 383, the size of coarse aggregate not
exceeding 25 mm, aggregate cement ratio
not to exceed 15:1, aggregate gradation
after blending to be as per Table 600.1,
cement content not to be less than
150kg/cum, optimum moisture content to
be determined during trial length
construction, concrete strength not to be
less than 10Mpa at 7 days, mixed in a
batching plant, transported to site, laid
with a paver and compacting with
vibratory roller, finishing and curing as
per
Clause 601 of MoSRT&H
Specifications for Road & Bridge works
(4th Revision)
Unit = cum
Taking output = 450 cum (990 tonne)
a) Labour
Mate
Mulia skilled
Mulia unskilled
each
each
each
-188-
1.12
6.00
22.00
65.00
75.00
55.00
72.80
450.00
1210.00
1732.80
Sl.
No.
1
Description
b)
2
Machinery
Front end loader 1 cum bucket
Cement concrete batch mix plant
@ 75 cum per hour
Electric generator 100 KVA
Paver finisher Mechanical
@75cum/hour
Vibratory roller 8-10 t capacity
Water tanker 6 KL capacity
Tipper
Unit
Quantity
3
4
Rate
Rs. P
5
hour
hour
6.00
6.00
520.00
2760.00
3120.00
16560.00
hour
hour
6.00
6.00
450.00
1846.00
2700.00
11076.00
994.00
506.00
2.00
7952.00
4048.00
1980.00
hour
8.00
hour
8.00
tonne.k 990x1(L)
m
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
Cost
Rs. P
6
198.00
47634.00
c)
Material
Crushed stone coarse aggregate of 25
mm and 12.5 mm nominal sizes
graded as per table 600-1 @ 0.90
cum/cum of concrete conforming to
clause 602.2.4.
Coarse Sand as per IS: 383
@ 0.45 cum/cum of concrete
Cement @ 150 kg/cum of concrete
Cost of water
cum
405.00
650.50
263452.50
cum
203.00
29.00
5887.00
tonne
KL
67.50
48.00
3410.00
10.00
d) Overhead charges @ 10% on
(a+b+c)
Cost for 450 cum = a+b+c+d
Rate per cum = (a+b+c+d)/450
Say
Note Quantity provided for aggregate is for
estimating purpose. Exact quantity shall
be as per mix design.
-189-
230175.00
480.00
499994.50
54936.13
604297.43
1342.88
1342.90
Remarks
7
Sl.
Description
No.
1
2
56 Construction of un-reinforced, dowel
jointed, plain cement concrete pavement
over a prepared sub base with 43 grade
cement @ 400 kg per cum, coarse and
fine aggregate conforming to IS 383,
maximum size of coarse aggregate not
exceeding 25 mm, mixed in a batching
and mixing plant as per approved mix
design, transported to site, laid with a
fixed form or slip form paver, spread,
compacted and finished in a continuous
operation
including
provision
of
contraction, expansion, construction and
longitudinal joints, joint filler, separation
membrane, sealant primer, joint sealant,
debonding strip, dowel bar, tie rod,
admixtures
as
approved,
curing
compound, finishing to lines and grades
as per drawing and as per Clause 602 of
MoSRT&H Specifications for Road &
Bridge works (4th Revision)
Unit = cum
Taking output = 1050 cum (2415 tonne)
a)
Labour
Mate
Mulia skilled
Mulia unskilled
Unit
Quantity
3
4
Rate
Rs. P
5
each
each
each
2.00
15.00
35.00
65.00
75.00
55.00
-190-
Cost
Rs. P
6
130.00
1125.00
1925.00
3180.00
Remarks
7
Sl.
No.
1
Description
b)
2
Machinery
Road Sweeper @ 1250 sqm per hour
Front end loader 1 cum bucket
capacity
Cement concrete batch mix plant
@ 175 cum per hour (effective
) generator 250 KVA
Electric
Unit
Quantity
3
4
Rate
Rs. P
5
hour
2.80
230.00
644.00
hour
18.00
520.00
9360.00
hour
6.00
5160.00
30960.00
1125.00
16188.00
506.00
2.00
6750.00
97128.00
18216.00
4830.00
hour
6.00
Slip form paver with electronic sensor hour
6.00
Water tanker6 KL capacity
hour
36.00
Transit truck agitator 5 cum capacity. tonne.k 2415x1(L)
m
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
Concrete joint cutting machine .
hour
12.00
Texturing machine .
hour
12.00
c)
Material
Crushed stone coarse aggregates of
25mm and 12.5mm nominal size @
0.90 cum/cum of concrete conforming
to clause 602.2.4. .
Sand as per IS: 383 and conforming to
clause 602.2.4
@ 0.45 cum/cum of concrete
Cement 43 grade
@ 400 kg/cum of concrete
32 mm mild steel dowel bars
of grade S 240
16 mm deformed steel tie bars
of grade S 415
Separation Membrane of impermeable
plastic sheeting 125 micron thick
Pre moulded Joint filler 25 mm thick
for expansion joint.
Joint sealant
Sealant primer
Plastic sheath,1.25 mm thick
for dowel bars
Curing compound
Cost
Rs. P
6
483.00
300.00
250.00
3600.00
3000.00
174971.00
cum
945.00
650.50
614722.50
cum
473.00
29.00
13717.00
tonne
414.00
3410.00
1411740.00
tonne
9.45
27587.50
260701.88
tonne
1.17
27587.50
32277.38
sqm
3675.00
3.00
11025.00
sqm
16.33
962.00
15709.46
kg
kg
sqm
875.00
116.67
46.67
50.00
30.00
200.00
43750.00
3500.10
9334.00
liter
1850.00
40.00
74000.00
-191-
Remarks
7
Sl.
No.
1
Description
2
Super plastisizer admixture IS marked
as per 9103-1999
@ 0.5 per cent by weight of cement
Cost of water
Unit
Quantity
3
kg
4
2070.00
Rate
Rs. P
5
40.00
KL
216.00
10.00
Add 1 per cent of material for cost of
miscellaneous materials like tarpauline,
Hessian cloth, metal cap, cotton /
compressible sponge and cradle for dowel
bars, work bridges for men to approach
concrete surface without walking over it,
cutting blades and bites, minor
equipments like scabbling machine,
threads, ropes, guidewires and any other
unforeseen items
Cost
Remarks
Rs. P
6
7
82800.00
2160.00
2575437.31
25754.37
2601191.68
277934.27
d) Overhead charges @ 10% on
(a+b+c)
Cost for 1050cum = a+b+c+d
Rate per cum = (a+b+c+d)/1050
3057276.95
2911.69
Say
2911.70
Note The quantities for cement, coarse
aggregate and fine aggregates are for
estimating only .The exact quantities will
be as per mix design.
57 Construction of rolled cement concrete
base course with coarse and fine
aggregate conforming to IS:383, the size
of coarse aggregate not exceeding 25 mm
with minimum, aggregate cement ratio
15:1 and minimum cement content of 200
kg/cum, aggregate gradation to be as per
Table 600.4 after blending, mixing in
batching plant at optimum moisture
content, transporting to site, laying with a
paver, compacting with vibratory roller to
achieve the designed flexural strength,
finishing and curing as per Clause 603 of
MoSRT&H Specifications for Road &
Bridge works (4th Revision)
Unit = cum
Taking output = 450 cum (990 tonne)
a) Labour
Mate
Mulia skilled
Mulia unskilled
each
each
each
-192-
1.20
7.00
23.00
65.00
75.00
55.00
78.00
525.00
1265.00
1868.00
Sl.
No.
1
Description
b)
2
Machinery
Front end loader 1 cum bucket
i concrete batch mix plant
Cement
@ 75 cum per hour
Electric generator 100 KVA
Paver with electronic sensor
@ 75 cum/hr.
Vibratory roller 8-10 t capacity
Water tanker with 5 km lead
6 KL capacity
Tipper
Unit
Quantity
3
4
Rate
Rs. P
5
hour
6.00
520.00
3120.00
hour
6.00
2760.00
16560.00
hour
hour
6.00
6.00
450.00
1846.00
2700.00
11076.00
hour
hour
8.00
8.00
994.00
200.00
7952.00
1600.00
2.00
1980.00
tonne.k 990x1(L)
m
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
Cost
Rs. P
6
198.00
45186.00
c)
Material
Crushed stone coarse aggregates of
25mm and 12.5mm nominal size @
0.90 cum/cum of concrete conforming
to clause 602.2.3.
Sand as per IS: 383 and conforming to
clause 602.2.3
@ 0.45 cum/cum of concrete
Cement @ 200 kg/cum of concrete
Cost of water
cum
405.00
650.50
263452.50
cum
203.00
29.00
5887.00
tonne
KL
90.00
48.00
3410.00
10.00
d) Overhead charges @ 10% on
(a+b+c)
Cost for 450cum = a+b+c+d
Rate per cum = (a+b+c+d)/450
306900.00
480.00
576719.50
62377.35
686150.85
1524.78
1524.80
Say
Note The quantities for cement, coarse
aggregate and fine aggregates are for
estimating only .The exact quantities will
be as per mix design.
NOTES:1) 10% excess on the above rates will be allowed for the work being executed in side the
Jail premises.
2) Generally Bitumen Emulsion @ 6Kg/10Sqm is to be used in Primer Coat. However,
the quantity may be increased as specified in the Contract or as determined by site trials
carried out as directed by the Engineer-in-Charge depending upon the porosity.
3) In case of tack coat, bitumen emulsion / bitumen @ 0.2Kg / Sqm in case of normal
bituminous surface, @ 0.3Kg / Sqm in case of granular base treated with primer and
@ 0.4Kg/Sqm in case of granular base (not primed) is to be used
-193-
Remarks
7
Sl.
No.
1
Description
Unit
Quantity
Rate
Cost
Remarks
Rs. P
Rs. P
2
3
4
5
6
7
4) In case of WMM with Wet Mix Plant, BM, DBM, SDBC, BC, open graded PMC,
close graded premix surfacing and Seal Coat with Hot Mix plant, carriage of plant mixed
materials from plant site to work site (L) has been calculated as 1Km. distance. This is to
be ascertained as per the actual requirement. For example, the distance from quarry to
work site is 20Kms, then the lead from quarry to plant may be considered as 5Kms. and
from plant to work site (L) as 15Kms. If it is 65 Kms., then the lead from quarry to plant
may be considered as 5Kms. and from plant to work site (L) as 60Kms. But in any case,
(L) should not exceed more than 60Kms. If the distance from quarry site to work site is
85 Kms., then the lead from quarry to plant may be considered as 25Kms. and from plant
to work site (L) as 60Kms
5) The rates provided for sub-base and metalling is for compacted Cum
6) For 1 Cum of compacted granular sub-base, 1.28 Cum of loose quantity will be taken
into consideration
7) In case of Built up spray grouting, no extra payment towards cleaning the surface and
applying tack coat is to be made as the same has been included in the concerned item.
8) In case of Primer Coat / Tack Coat to be done by mechanical means, cleaning item is
not to be provided separately as the same has been included in the said items.
-194-
XIV SITE CLEARANCE
Sl.
Description
No.
1
2
1 Cutting of trees, including cutting of trunks, branches
and removal of stumps, roots, stacking of serviceable
material with all lifts and up to a lead of 1000 metres
and earth filling in the depression/pit.
Unit
Quantity
3
4
Rate
Rs. P
5
day
day
0.024
0.600
65.00
55.00
Cost
Rs. P
6
Unit = Each
(i)
Girth from 300 mm to 600 mm
a)
Labour
Mate
Mulia unskilled for cutting trees including cutting,
refilling, compaction of backfilling and stacking of
serviceable materials within 1000 metres lead by
manual means.
1.56
33.00
34.56
b)
Machinery
Tractor-trolley
hour
0.100
231.00
23.10
23.10
c)
Overhead charges @ 10% on (a+b)
Rate for each tree = a+b+c
5.77
63.43
Say
(ii)
63.40
Girth from 600 mm to 900 mm
a)
Labour
Mate
Mulia unskilled for cutting trees including cutting,
refilling, compaction of backfilling, and stacking of
serviceable materials within 1000 metres lead by
manual means
day
day
0.036
0.900
65.00
55.00
2.34
49.50
51.84
b)
Machinery
Tractor-trolley
c)
hour
0.300
231.00
Overhead charges @ 10% on (a+b)
Rate for each tree = a+b+c
Say
(iii)
69.30
69.30
12.11
133.25
133.30
Girth from 900 mm to 1800 mm
a)
Labour
Mate
Mulia unskilled for cutting trees including cutting,
refilling, compaction of backfilling and stacking of
serviceable materials within 1000 metres
day
day
0.080
2.000
65.00
55.00
5.20
110.00
115.20
b)
Machinery
Tractor-trolley
c)
hour
0.400
231.00
Overhead charges @ 10% on (a+b)
228.36
Rate for each tree = a+b+c
Say
(iv)
92.40
92.40
20.76
228.40
Girth above 1800 mm
a) Labour
Mate
day
-195-
0.160
65.00
10.40
Remarks
7
Sl.
No.
1
Description
Unit
Quantity
2
Mulia unskilled for cutting trees including cutting,
refilling, compaction of backfilling and stacking of
serviceable materials within 1000 metres
3
day
4
4.000
Rate
Rs. P
5
55.00
Cost
Remarks
Rs. P
6
7
220.00
230.40
b)
Machinery
Tractor-trolley
c)
2
hour
0.600
231.00
Overhead charges @ 10% on (a+b)
Rate for each tree = a+b+c
Clearing grass and removal of rubbish up to a
distance of 50 metres outside the periphery of the
area .
Unit = Hectare
Taking output = 1 Hectare
a) Labour
Mate
Mulia unskilled
138.60
138.60
36.90
405.90
day
day
2.000
50.000
65.00
55.00
130.00
2750.00
2880.00
3
(i)
b)
Overhead charges @ 10% on (a)
Rate per Hectare = a+b+c
Clearing and grubbing road land including uprooting
rank vegetation, grass, bushes, shrubs, saplings and
trees girth up to 300 mm, removal of stumps of trees
cut earlier and disposal of unserviceable materials
and stacking of serviceable material to be used or
auctioned, up to a lead of 1000 metres including
removal and disposal of top organic soil not
exceeding 150 mm in thickness.
Unit = Hectare
Taking output = 1 Hectare
In area of light jungle
a) Labour
Mate
Mulia unskilled
b)
Machinery
Tractor-trolley
288.00
3168.00
day
day
6.000
150.000
65.00
55.00
390.00
8250.00
8640.00
hour
1.000
231.00
231.00
231.00
c)
Overhead charges @ 10% on (a+b)
887.10
Rate per Hectare = a+b+c
(ii)
9758.10
In area of thorny jungle
a) Labour
Mate
Mulia unskilled
day
day
8.000
200.000
65.00
55.00
520.00
11000.00
11520.00
b)
Machinery
Tractor-trolley
hour
2.000
231.00
462.00
462.00
c)
Overhead charges @ 10% on (a+b)
1198.20
Rate per Hectare = a+b+c
13180.20
-196-
Sl.
Description
No.
1
2
4 Dismantling of Lime Concrete, cement concrete grade
M-10 and below including T&P and scaffolding
wherever necessary, sorting the dismantled material,
disposal of unserviceable material and stacking the
serviceable material with all lifts and lead of 1000
metres
Unit = cum
Taking output = 1.25 cum
a) Labour
Mate
Mulia unskilled for dismantling and loading
b)
c)
Machinery
Tractor-trolley
Unit
Quantity
3
4
Rate
Rs. P
5
day
day
0.040
1.000
65.00
55.00
2.60
55.00
57.60
hour
0.270
231.00
62.37
62.37
12.00
Overhead charges @ 10% on (a+b)
Cost for 1.25 cum = a+b+c+d
131.97
105.57
Rate per Cum = (a+b+c)/1.25
Say
5
Cost
Rs. P
6
105.60
Dismantling of Cement Concrete Grade M-15 &
M20 including T&P and scaffolding wherever
necessary, sorting the dismantled material, disposal
of unserviceable material and stacking the
serviceable material with all lifts and lead of 1000
metres
Unit = cum
Taking output = 1.25 cum
a) Labour
Mate
Mulia unskilled for dismantling and loading
day
day
0.050
1.250
65.00
55.00
3.25
68.75
72.00
b)
Machinery
Tractor-trolley
hour
0.270
231.00
62.37
13.44
147.81
118.25
c)
Overhead charges @ 10% on (a+b)
Cost for 1.25 cum = a+b+c
Rate per Cum = (a+b+c)/1.25
Say
6
62.37
Dismantling of Prestressed / Reinforced cement
concrete grade M-20 & above including T&P and
scaffolding
wherever
necessary, sorting the
dismantled material, disposal of unserviceable
material and stacking the serviceable material with all
lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
a) Labour
Mate
Blacksmith 2nd class
Mazdoor for dismantling, loading and unloading
day
day
day
0.150
0.250
3.500
65.00
75.00
55.00
118.30
9.75
18.75
192.50
221.00
b)
Machinery
Tractor-trolley
hour
c)
Overhead charges @ 10% on (a+b)
Cost for 1.25 cum = a+b+c
-197-
0.270
231.00
62.37
62.37
28.34
311.71
Remarks
7
Sl.
No.
1
Description
2
Rate per Cum = (a+b+c)/1.25
Unit
Quantity
3
4
Rate
Rs. P
5
Say
7
Dismantling Brick / Tile work in lime mortar including
T&P and scaffolding wherever necessary, sorting the
dismantled material, disposal of unserviceable
material and stacking the serviceable material with all
lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
a) Labour
Mate
Mulia unskilled for dismantling, loading and
unloading
day
day
0.020
0.500
65.00
55.00
Cost
Remarks
Rs. P
6
7
249.37
249.40
1.30
27.50
28.80
b)
Machinery
Tractor-trolley
hour
0.270
231.00
c)
Overhead charges @ 10% on (a+b)
Cost for 1.25 cum = a+b+c
Rate per cum = (a+b+c)/ 1.25
Say
8
62.37
62.37
9.12
100.29
80.23
80.20
Dismantling Brick / Tile work in cement mortar
including T&P and scaffolding wherever necessary,
sorting the dismantled material, disposal of
unserviceable material and stacking the serviceable
material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
a)
Labour
Mate
Mulia unskilled for dismantling, loading and
unloading
day
day
0.030
0.750
65.00
55.00
1.95
41.25
43.20
b)
9
Machinery
Tractor-trolley
c)
Overhead charges @ 10% on (a+b)
Cost for 1.25 cum = a+b+c
Rate per cum = (a+b+c)/ 1.25
Dismantling Brick / Tile work in mud mortar including
T&P and scaffolding wherever necessary, sorting the
dismantled material, disposal of unserviceable
material and stacking the serviceable material with all
lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
a) Labour
Mate
Mulia unskilled for dismantling and loading
b)
Machinery
Tractor-trolley
hour
0.270
231.00
62.37
62.37
10.56
116.13
92.90
day
day
0.016
0.400
65.00
55.00
1.04
22.00
23.04
hour
0.270
231.00
62.37
62.37
8.54
93.95
c)
Overhead charges @ 10% on (a+b)
Cost for 1.25 cum = a+b+c
Rate per cum = (a+b+c)/ 1.25
Say
-198-
75.16
75.20
Sl.
Description
No.
1
2
10 Dismantling Dry brick pitching or brick soling including
T&P, sorting the dismantled material, disposal of
unserviceable material and stacking the serviceable
material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
a) Labour
Mate
Mulia unskilled for Dismantling, loading and
unloading
Unit
Quantity
3
4
Rate
Rs. P
5
day
day
0.014
0.350
65.00
55.00
Cost
Rs. P
6
0.91
19.25
20.16
b)
Machinery
Tractor-trolley
hour
0.270
231.00
c)
Overhead charges @ 10% on (a+b)
Cost for 1.25 cum = a+b+c
Rate per cum = (a+b+c)/ 1.25
Say
11
Dismantling Rubble stone masonry in lime mortar
including T&P and scaffolding wherever necessary,
sorting the dismantled material, disposal of
unserviceable material and stacking the serviceable
material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
a) Labour
Mate
Mulia unskilled for dismantling, loading and
unloading.
b)
Machinery
Tractor-trolley
day
day
0.024
0.600
65.00
55.00
hour
0.270
231.00
Overhead charges @ 10% on (a+b)
c)
Cost for 1.25 cum = a+b+c
12
62.37
62.37
8.25
90.78
72.63
72.60
Rate per cum = (a+b+c)/ 1.25
Dismantling Rubble stone masonry in cement mortar
including T&P and scaffolding wherever necessary,
sorting the dismantled material, disposal of
unserviceable material and stacking the serviceable
material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
a) Labour
Mate
Mulia unskilled for dismantling, loading and
unloading.
1.56
33.00
34.56
62.37
62.37
9.69
106.62
85.30
day
day
0.030
0.750
65.00
55.00
1.95
41.25
43.20
b)
Machinery
Tractor-trolley
hour
c)
Overhead charges @ 10% on (a+b)
Cost for 1.25 cum = a+b+c
Rate per cum = (a+b+c)/ 1.25
-199-
0.270
231.00
62.37
62.37
10.56
116.13
92.90
Remarks
7
Sl.
Description
No.
1
2
13 Dismantling Rubble Stone Masonry in mud mortar
including T&P and scaffolding wherever necessary,
sorting the dismantled material, disposal of
unserviceable material and stacking the serviceable
material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
a) Labour
Mate
Mulia unskilled for dismantling, loading and
unloading.
Unit
Quantity
3
4
Rate
Rs. P
5
day
day
0.020
0.500
65.00
55.00
Cost
Rs. P
6
1.30
27.50
28.80
b)
Machinery
Tractor-trolley
hour
0.270
231.00
62.37
62.37
c)
Overhead charges @ 10% on (a+b)
Cost for 1.25 cum = a+b+c
Rate per cum = (a+b+c)/ 1.25
9.12
100.29
80.23
Say
14
Dismantling Dry rubble masonry including T&P and
scaffolding
wherever
necessary, sorting the
dismantled material, disposal of unserviceable
material and stacking the serviceable material with all
lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
a) Labour
Mate
Mulia unskilled for dismantling, loading and
unloading.
day
day
0.018
0.450
65.00
55.00
80.20
1.17
24.75
25.92
b)
15
Machinery
Tractor-trolley
hour
0.270
231.00
62.37
62.37
8.83
97.12
77.70
day
day
0.016
0.400
65.00
55.00
1.04
22.00
c)
Overhead charges @ 10% on (a+b)
Cost for 1.25 cum = a+b+c
Rate per cum = (a+b+c)/ 1.25
Dismantling stone pitching/ dry stone spalls including
T&P, sorting the dismantled material, disposal of
unserviceable material and stacking the serviceable
material with all lifts and lead of 1000 metres
Unit = cum
Taking output = 1.25 cum
a) Labour
Mate
Mulia unskilled for dismantling, loading and
unloading.
23.04
b)
Machinery
Tractor-trolley
hour
0.270
231.00
c)
Overhead charges @ 10% on (a+b)
Cost for 1.25 cum = a+b+c
Rate per cum = (a+b+c)/ 1.25
Say
-200-
62.37
62.37
8.54
93.95
75.16
75.20
Remarks
7
Sl.
Description
No.
1
2
16 Dismantling boulders laid in wire crates including
opening of crates and stacking dismantled materials
including T&P, sorting the dismantled material,
disposal of unserviceable material and stacking the
serviceable material with all lifts and lead of 1000
metres
Unit = cum
Taking output = 1.25 cum
a) Labour
Mate
Mulia unskilled for dismantling, loading and
unloading
Unit
Quantity
3
4
Rate
Rs. P
5
day
day
0.020
0.500
65.00
55.00
Cost
Rs. P
6
1.30
27.50
28.80
b)
Machinery
Tractor-trolley
hour
0.270
231.00
c)
Overhead charges @ 10% on (a+b)
Cost for 1.25 cum = a+b+c
Rate per cum = (a+b+c)/ 1.25
Say
17
62.37
62.37
9.12
100.29
80.23
80.20
Dismantling Wood Work wrought framed and fixed in
frames of trusses upto a height of 5 m above plinth
level including T&P and scaffolding wherever
necessary, sorting the dismantled material, disposal
of unserviceable material and stacking the
serviceable material with all lifts and lead of 1000
metres
Unit = cum
Taking output = 1.25 cum
a)
Labour
Mate
Carpenter 2nd class
Mulia unskilled for dismantling, loading and
unloading.
day
day
day
0.060
0.500
1.000
65.00
75.00
55.00
3.90
37.50
55.00
96.40
b)
Machinery
Tractor-trolley
hour
0.270
231.00
c)
Overhead charges @ 10% on (a+b)
Cost for 1.25 cum = a+b+c
Rate per cum = (a+b+c)/ 1.25
Say
18
62.37
62.37
15.88
174.65
139.72
139.70
Dismantling Steel Work in all types of sections upto a
height of 5 m above plinth level including T&P and
scaffolding
wherever
necessary, sorting the
dismantled material, disposal of unserviceable
material and stacking the serviceable material with all
lifts and lead of 1000 metres excluding cutting of rivet
but including dismembering
Unit = tonne
Taking output = 1 tonne
a) Labour
Mate
Blacksmith 2nd class
Mulia unskilled for dismantling, loading and
unloading
day
day
day
0.140
1.000
2.500
65.00
75.00
55.00
9.10
75.00
137.50
221.60
-201-
Remarks
7
Sl.
No.
1
Description
Unit
Quantity
2
Add 2.5 per cent of cost of labour for gas cutting,
ropes, pulleys etc.
3
4
Rate
Rs. P
5
Cost
Remarks
Rs. P
6
7
5.54
227.14
b)
Machinery
Tractor-trolley
hour
0.170
231.00
c)
Overhead charges @ 10% on (a+b)
Rate per tonne = a+b+c
Say
19
39.27
39.27
26.64
293.05
293.10
Dismantling Steel Work in all types of sections upto a
height of 5 m above plinth level including T&P and
scaffolding
wherever
necessary, sorting the
dismantled material, disposal of unserviceable
material and stacking the serviceable material with all
lifts and lead of 1000 metres but excluding cutting of
rivet and excluding dismembering
Unit = tonne
Taking output = 1 tonne
a)
Labour
Mate
Mulia unskilled for dismantling, loading and
unloading
Blacksmith 2nd class
day
day
0.100
2.000
65.00
55.00
6.50
110.00
day
0.500
75.00
37.50
154.00
3.85
hour
0.170
231.00
Add 2.5 per cent of cost of labour for gas cutting,
ropes, pulleys etc.
b)
Machinery
Tractor-trolley
157.85
39.27
39.27
c)
Overhead charges @ 10% on (a+b)
19.71
Rate per tonne = a+b+c
Say
20
Extra over item No.18 and 19 for cutting rivets.
Unit = each
Taking output = 10 rivets
a) Labour
Mate
Blacksmith 2nd class
Mulia unskilled
day
day
day
0.010
0.130
0.130
65.00
75.00
55.00
b)
Overhead charges @ 10% on (a)
Cost for 10 rivets = a+b
Rate for each rivet = ( a+b)/10
Say
21
216.83
216.80
Scraping of Bricks dismantled from Brick Work in lime
or cement mortar including T&P, sorting the
dismantled material, disposal of unserviceable
material and stacking the serviceable material with all
lifts and lead of 1000 metres
Unit = numbers
Taking output = 1000 numbers
a) Labour
Mate
Mulia unskilled
day
day
0.140
3.500
65.00
55.00
b)
Overhead charges @ 10% on (a)
Rate per1000 Nos = a+b
Say
-202-
0.65
9.75
7.15
17.55
1.76
19.31
1.93
1.90
9.10
192.50
201.60
20.16
221.76
221.80
Sl.
Description
No.
1
2
22 Scraping of Bricks dismantled from Brick Work in mud
mortar including T&P, sorting the dismantled material,
disposal of unserviceable material and stacking the
serviceable material with all lifts and lead of 1000
metres
Unit = numbers
Taking output = 1000 numbers
a) Labour
Mate
Mulia unskilled
23
24
Unit
Quantity
3
4
Rate
Rs. P
5
day
day
0.050
1.250
65.00
55.00
b)
Overhead charges @ 10% on (a)
Rate per1000 Nos = a+b
Scraping of Stone from dismantled Stone Masonry in
lime or cement mortar including T&P, sorting the
dismantled material, disposal of unserviceable
material and stacking the serviceable material with all
lifts and lead of 1000 metres
Unit = cum
Taking output = 1 cum
a) Labour
Mate
Mulia unskilled
3.25
68.75
72.00
7.20
79.20
day
day
0.056
1.400
65.00
55.00
b)
Overhead charges @ 10% on (a)
Rate per cum = a+b
Scraping of Stone from dismantled Stone Masonry in
mud mortar including T&P, sorting the dismantled
material, disposal of unserviceable material and
stacking the serviceable material with all lifts and lead
of 1000 metres
Unit = cum
Taking output = 1 cum
a) Labour
Mate
Mulia unskilled
3.64
77.00
80.64
8.06
88.70
day
day
0.012
0.300
65.00
55.00
0.78
16.50
17.28
1.73
19.01
19.00
b)
Overhead charges @ 10% on (a)
Rate per cum = a+b
Say
25
Scarping Plaster in Lime or Cement Mortar from
Brick/ Stone Masonry including T&P, sorting the
dismantled material, disposal of unserviceable
material and stacking the serviceable material with all
lifts and lead of 1000 metres
Unit = sqm
Taking output = 100 sqm
a) Labour
Mate
Mulia unskilled for scarping and loading
b)
Machinery
Tractor-trolley
day
day
0.160
4.000
65.00
55.00
10.40
220.00
230.40
hour
0.320
231.00
73.92
73.92
30.43
334.75
3.35
c)
Overhead charges @ 10% on (a+b)
Cost for 100 sqm = a+b+c
Rate per sqm = (a+b+c)/100
Say
-203-
Cost
Rs. P
6
3.40
Remarks
7
Sl.
Description
No.
1
2
26 Removing all type of Hume Pipes and Stacking within
a lead of 1000 metres including Earthwork and
Dismantling of Masonry Works including T&P, sorting
the dismantled material, disposal of unserviceable
material and stacking the serviceable material with all
lifts and lead of 1000 metres
(I)
Unit = metre
Taking output = 1 metre
Up to 600 mm dia
a) Labour
Mate
Mulia unskilled
b)
Unit
Quantity
3
4
Rate
Rs. P
5
day
day
0.021
0.520
65.00
55.00
Overhead charges @ 10% on (a)
Rate per metre = a+b
Say
(ii)
Above 600 mm to 900 mm dia
a) Labour
Mate
Mulia unskilled
day
day
0.028
0.700
65.00
55.00
b)
Overhead charges @ 10% on (a)
Rate per metre = a+b
Say
(iii)
Above 900 mm
a) Labour
Mate
Mulia unskilled
day
day
0.048
1.200
65.00
55.00
b)
Overhead charges @ 10% on (a)
Rate per metre = a+b
Say
Cost
Rs. P
6
1.37
28.60
29.97
3.00
32.97
33.00
1.82
38.50
40.32
4.03
44.35
44.40
3.12
66.00
69.12
6.91
76.03
76.00
Note 1. The excavation of earth, dismantling of stone
masonry work in head walls and protection works is
not included which is to be measured and paid
separately.
27
2. Credit for retrieved stone from masonry work may
be taken as per actual availability.
Dismantling of Bituminous courses of flexible
pavements and disposal of dismantled materials up to
a lead of 1000 metres, stacking serviceable and
unserviceable materials separately
Unit = cum
Taking output = 1 cum
a) Labour
Mate
Mulia unskilled for dismantling, loading and
unloading
day
day
0.060
1.500
65.00
55.00
3.90
82.50
86.40
b)
28
Machinery
Tractor-trolley
hour
c)
Overhead charges @ 10% on (a+b)
Rate per cum = a+b+c
Dismantling of Granular courses of flexible
pavements and disposal of dismantled materials up to
a lead of 1000 metres, stacking serviceable and
unserviceable materials separately
Unit = cum
Taking output = 1 cum
-204-
0.380
231.00
87.78
87.78
17.42
191.60
Remarks
7
Sl.
No.
1
Description
a)
2
Labour
Mate
Mulia unskilled for dismantling, loading and
unloading.
Unit
Quantity
3
4
Rate
Rs. P
5
day
day
0.040
1.000
65.00
55.00
Cost
Rs. P
6
2.60
55.00
57.60
b)
Machinery
Tractor-trolley
hour
0.330
231.00
c)
Overhead charges @ 10% on (a+b)
Rate per cum = a+b+c
Say
29
Dismantling of cement concrete pavement by
mechanical means using pneumatic tools, breaking to
pieces not exceeding 0.02 cum in volume and stock
piling at designated locations and disposal of
dismantled materials up to a lead of 1000 metres,
stacking serviceable and unserviceable materials
separately
Unit = cum
Taking output = 1 cum
a) Labour
Mate
Mulia Semi skilled for operating pneumatic tools
Mulia unskilled as helpers including loading and
unloading
76.23
76.23
13.38
147.21
147.20
day
day
0.040
0.500
65.00
65.00
2.60
32.50
day
0.500
55.00
27.50
62.60
b)
Machinery
Air compressor 250 cfm with two leads for
pneumatic cutters/ hammers @ 1 cum per hour
hour
1.000
206.00
206.00
Tractor-trolley
Joint Cutting Machine with 2-3 blades
hour
hour
0.400
1.000
231.00
300.00
92.40
300.00
598.40
66.10
727.10
day
day
0.006
0.150
65.00
55.00
0.39
8.25
8.64
hour
0.050
231.00
11.55
11.55
2.02
22.21
22.20
c)
Overhead charges @ 10% on (a+b)
Rate per cum = a+b+c
Note The above analysis is for removal of complete
pavement. In case full depth repair work is required to
be done after dismantling, provision of a concrete
cutting and sawing machine may be added for 0.25
hours.
30 Dismantling guard rails by manual means and
disposal of dismantled material with all lifts and up to
a lead of 1000 metres, stacking serviceable materials
and unserviceable materials separately.
Unit = running metre
Taking output = 1 metre
a) Labour
Mate
Mulia unskilled including loading and unloading
b)
Machinery
Tractor-trolley
c)
Overhead charges @ 10% on (a+b)
Rate per metre = a+b+c
Say
31
Dismantling kerb stone by manual means and
disposal of dismantled material with all lifts and up to
a lead of 1000 metre
Unit = running metre
-205-
Remarks
7
Sl.
No.
1
Description
2
Taking output = 10 metre
a) Labour
Mate
Mulia unskilled including loading and unloading
b)
Machinery
Tractor-trolley
Unit
Quantity
3
4
Rate
Rs. P
5
day
day
0.006
0.150
65.00
55.00
0.39
8.25
8.64
hour
0.200
231.00
46.20
46.20
5.48
60.32
6.03
6.00
c)
Overhead charges @ 10% on (a+b)
Cost for 10 m = a+b+c
Rate per metre = (a+b+c)/10
Say
32
Dismantling kerb stone channel by manual means
and disposal of dismantled material with all lifts and
up to a lead of 1000 metre
Unit = running metre
Taking output = 10 metre
a) Labour
Mate
Mulia unskilled including loading and unloading
b)
Machinery
Tractor-trolley
day
day
0.009
0.225
65.00
55.00
0.59
12.38
12.97
hour
0.300
231.00
69.30
69.30
8.23
90.50
9.05
9.10
c)
Overhead charges @ 10% on (a+b)
Cost for 10 m = a+b+c
Rate per metre = (a+b+c)/10
Say
33
(I)
Dismantling of kilometre stone including cutting of
earth, foundation and disposal of dismantled material
with all lifts and lead upto 1000 m and back filling of
pit.
Unit = Each
Taking output = one KM stone
5th KM stone
Quantity of cement concrete = 0.392 cum
a)
b)
c)
Labour
Mate
Mulia unskilled
day
day
0.030
0.750
65.00
55.00
1.95
41.25
43.20
Machinery
Tractor-trolley
hour
0.150
231.00
34.65
34.65
7.79
85.64
85.60
Overhead charges @ 10% on (a+b)
Rate for one 5th KM stone = a+b+c
Say
(ii)
Ordinary KM Stone
Quantity of cement concrete = 0.269 cum
a)
b)
Labour
Mate
Mulia unskilled
day
day
0.020
0.500
65.00
55.00
1.30
27.50
28.80
Machinery
Tractor-trolley
hour
0.100
231.00
23.10
23.10
5.19
57.09
57.10
c)
Overhead charges @ 10% on (a+b)
Rate for one ordinary KM stone = a+b+c
Say
(iii)
Cost
Rs. P
6
Hectometre Stone
Quantity of cement concrete = 0.048 cum
-206-
Remarks
7
Sl.
No.
1
a)
b)
Description
Unit
Quantity
3
4
Rate
Rs. P
5
2
Labour
Mate
Mulia unskilled
day
day
0.004
0.100
65.00
55.00
0.26
5.50
5.76
Machinery
Tractor-trolley
hour
0.020
231.00
4.62
4.62
1.04
11.42
c)
Overhead charges @ 10% on (a+b)
Rate for one Hectometre stone = a+b+c
Say
34
Dismantling of barbed wire fencing/ wire mesh
fencing including posts, foundation concrete, back
filling of pit by manual means including disposal of
dismantled material with all lifts and up to a lead of
1000 metres, stacking serviceable material and
unserviceable material separately.
Unit = running metre
Taking output = 30 metres
a) Labour
Mate
Mulia unskilled including loading and unloading
Blacksmith 2nd class
b)
c)
Machinery
Tractor-trolley
0.150
3.000
0.750
65.00
55.00
75.00
9.75
165.00
56.25
231.00
hour
0.150
231.00
34.65
34.65
26.57
Overhead charges @ 10% on (a+b)
Say
Dismantling of CI water pipe line 600 mm dia
including disposal with all lifts and lead upto 1000
metres and stacking of serviceable material and
unserviceable material separately under supervision
of concerned department
Unit = running metre
Taking output = 10 metres
a) Labour
Mate
Mulia unskilled
Plumber 2nd class
b)
Machinery
Truck 10 tonne capacity
Light Crane 3 tonne capacity
11.40
day
day
day
Cost for 30 metres = a+b+c
Rate per metre = (a+b+c)/30
35
Cost
Rs. P
6
292.22
9.74
9.70
day
day
day
0.090
2.000
0.250
65.00
55.00
75.00
5.85
110.00
18.75
134.60
hour
hour
0.250
0.500
506.00
230.00
126.50
115.00
241.50
c)
Overhead charges @ 10% on (a+b)
Cost for 30 metres = a+b+c
Rate per metre = (a+b+c)/10
Say
Note The rate analysis does not include any excavation in
earth or dismantling of masonry works which are to
be measured and paid separately.
36 Removal of cement concrete pipe of sewer gutter
1500 mm dia under the supervision of concerned
department including disposal with all lifts and up to a
lead of 1000 metres and stacking of serviceable and
unserviceable material separately but excluding earth
excavation and dismantling of masonry works.
Unit = running metre
-207-
37.61
413.71
41.37
41.40
Remarks
7
Sl.
No.
1
Description
2
Taking output = 10 metres
a) Labour
Mate
Mulia unskilled
b)
c)
Machinery
Crane 5 tonne capacity
Truck flat body 10 tonne
Unit
Quantity
3
4
Rate
Rs. P
5
day
day
0.100
2.500
65.00
55.00
6.50
137.50
144.00
hour
hour
0.300
1.000
230.00
506.00
69.00
506.00
575.00
71.90
Overhead charges @ 10% on (a+b)
Cost for 10 metres = a+b+c
Rate per metre = (a+b+c)/10
Say
Note The rate analysis does not include any excavation in
earth or dismantling of masonry works which are to
be measured and paid separately.
37 Removal of telephone / Electric poles including
excavation and dismantling of foundation concrete
and lines under the supervision of concerned
department, disposal with all lifts and up to a lead of
1000 metres and stacking the serviceable and
unserviceable material separately
Unit = each
Taking output = 30 Nos
a) Labour
Mate
Mulia unskilled
Electrician/Lineman 2nd class
b)
Machinery
Tractor-trolley
0.480
10.000
2.000
65.00
55.00
75.00
31.20
550.00
150.00
731.20
hour
1.500
231.00
346.50
346.50
107.77
1185.47
39.52
39.50
Say
-208-
790.90
79.09
79.10
day
day
day
c)
Overhead charges @ 10% on (a+b)
Cost for 30 poles = a+b+c
Rate per pole = (a+b+c)/30
Note: 1, For dismantling works, pre-measurement should
be recorded before commencement of the work
2, 10% excess on the above rate will be allowed for
the works being executed inside jail premises,
Cost
Rs. P
6
Remarks
7
XV PILE FOUNDATION
Quantity
Description
Sl.
Unit
required
No.
2
3
1
4
1 Single under reamed pile foundation with RCC
M20 using 12mm size black hard granite
(Crusher broken) stone chips including cost of
boring but excluding cost of M.S./Tor steel and
labour charges for cutting, bending and binding
of steel.
Single under ream pile
a) 375 mm dia and 6.0 metre long
Per 1 pile
Excavation of bore hole (assuming two pits can
be constructed per day)
Boring Mistry(Special)
2 Nos Each
150 winch operator
0.5 Nos Each
Hire & running charges of
1/2 Day per day
Tripod
Bentonite power
2.5 Bag eachBag
Overhead Charges 10% on material, labour & machinaries.
Rate
Rs. P
5
80.00
110.00
450.00
160.00
55.00
225.00
103.00
257.50
69.75
Total
R.C.C. M20
Volume of concrete
= 3.14 d 2 x L + 4.13 d3
4
Amount
Rs. P
6
767.25
=
= 3.14x (.375)2 x 6 + 4.13(.375) 3
4
= 0.66 + 0.22 =
0.88 Cum
0.88 cum 1 Cum
2231.30
1963.54
0.284 qntl. 1 qntl
341.00
96.84
(Rate as per 4 of R.C.C.)
Add- Cost of 10% extra cement
Say Rs.
Total
2827.60
2827.64
(i) For each additional depth of 0.5m beyond initial
depth of 6.0 m add extra to the rate
Per 1 Pile
Excavation of bore hole - Take 6% of item 1(a)
R.C.C.M20
(Rate same as item No.4 of R.C.C.)
Add- Cost of 10% extra) cement
(ii) For each less depth of 0.5m from the initial
depth of 6.0m deduct from the rate
Per 1 Pile
Rate same as item NO.1(a) (i)
0.055 cum
0.0178 cum
-
-209-
1 cum
1 qntl
2231.30
341
46.04
122.72
6.07
say Rs.
Total
174.83
174.80 / Each
-
-
174.80
Remarks
7
Description
Quantity
Sl.
Rate
Unit
required
No.
Rs. P
2
1
3
4
5
b) 300mm dia and 6.0m long
Per 1 Pile
Excavation of bore hole- Take 90% of the rate in item No.1(a)
R.C.C. M20
Volume of concrete = 3.14 d 2 x L + 4.13 d3
4
= 3.14x (0.30)2 x 6 + 4.13(0.30) 3
4
= 0.424 + 0.111 =
(Rate same as item No.1 of R.C.C.)
Add-Cost of 10% extra) cement
690.53
0.535 Cum
0.535 cum 1 cum
0.17288 qntl. 1 qntl
2231.30
1193.75
341
58.95
Total =
1943.22
Say Rs.
1943.20 / Each
(i) For each additional depth of 0.5m beyond initial
depth of 6.0m add extra to the rate.
Per 1 Pile
Excavation of bore hole- Take 6% of the rate in item 1(a)
R.C.C.M20
(Rate same as item No.1 of R.C.C.)
0.035 cum
Add- Cost of 10% extra) cement
0.0113 qntl.
46.04
1 cum
1 qntl
Say Rs.
(ii) For each less depth of 0.5m from the initial
depth of 6.0m deduct from the rate
Per 1 Pile
Rate same as item No. 1b (i)
Amount
Rs. P
6
-
2231.30
341
Total =
127.98
128.00 / Each
-
128.00
c) 250mm dia and 6.0m long
Per 1 Pile
Excavation of bore hole- Take 83% of the rate in item 1(a)
R.C.C.M20
Volume of concrete =
3.14x (0.25) 2 x 6 + 4.13(0.25) 3
4
= 0.294 + 0.065 =
(Rate same as item No.1 of R.C.C.)
Add- Cost of 10% extra) cement
0.359 cum
0.1159 qntl.
636.82
0.359 Cum
1 cum
1qntl
Say Rs.
-210-
78.10
3.85
2231.30
341
801.04
39.52
Total =
1477.38
1477.40 / Each
Remarks
7
Description
Quantity
Sl.
required
No.
2
1
3
(i) For each additional depth of 0.5m beyond initial
depth of 6.0m add extra to the rate.
Per 1 Pile
Excavation of bore hole- Take 6% of the rate in item 1(a)
R.C.C.M20
(Rate same as item No.4 of R.C.C.)
0.0245 cum
Add- Cost of 10% extra) cement
0.0079 qntl.
Rate
Rs. P
5
Unit
4
Amount
Rs. P
6
Remarks
7
46.035
1 cum
1 qntl
Say Rs.
2231.30
341
54.67
2.69
Total
103.40
103.40 / Each
(ii) For each less depth of 0.5m from the initial
depth of 6.0m deduct from the rate
Per 1 Pile
Rate same as item No. 1(c)(i)
2 Double under reamed pile foundation with
R.C.C. M20 using 12mm size black hard granite
(crusher broken)stone chips including cost of
boreholes but excluding cost of M.S. rod/Tor
steel and labour chrages for cutting, bending and
binding of steel.
a) 375 mm dia and 6.0 m long
Per 1 pile
Excavation of bore holecost sam as item no. 1(a)
Add- 25% extra for double under ream2
3
Volume of concrete =
3.14x (.375) x 6 + 8.26(.375)
=
(Rate same as item No.4 of R.C.C.)
Add- Cost of 10% extra cement
4
0.66 + 0.44 =
1.1 cum
0.3553 qntl.
103.40
767.25
191.81
1.10 Cum
2231.30
2454.43
341
121.16
Total
3534.65
Say Rs.
3534.60 / Each
1 cum
1 qntl
(i) For each additional depth of 0.5m beyond initial
depth of 60m deduct from the rate
Per 1 Pile
Rate same as item No.1a(i)
-
-
-
174.80 / Each
(ii) For each less depth of 0.5m from the initial
depth of 6.0m deduct from the rate
Per 1 Pile
Rate same as item No.1a(ii)
-
-
174.80 / Each
-
b) 300mm dia and 6.0m long
Per 1 Pile
Excavation of bore hole- Take 90% of the rate in item 2(a)
R.C.C.M20
Volume of concrete =
3.14x (0.30)2 x 6 + 8.26(0.3) 3
=
4
0.424 + 0.223 =
-211-
863.16
0.65 Cum
Sl.
No.
1
Description
Quantity
required
3
0.647 cum
0.209 qntl.
2
(Rate same as item No.4 of R.C.C.)
Add- Cost of 10% extra) cement
Rate
Rs. P
5
2231.30
341
Unit
4
1 cum
1 qntl
Amount
Remarks
Rs. P
6
7
1443.65
71.27
Say Rs.
Total =
2378.08
2378.10 / Each
(i) For each additional depth of 0.5m beyond initial
depth of 6.0m add extra to the rates
Per 1 Pile
Rate same as item No.1b(i)
-
-
-
128.00 / Each
(ii) For each less depth of 0.5m from the initial
depth of 6.0m deduct from the rate
Per 1 Pile
Rate same as item No.1b(ii)
-
-
128.00 / Each
c)
-
250mm dia and 6.0m long
Per 1 Pile
Excavation of bore hole- Take 83% of the rate in item 2(a)
R.C.C. M20
Volume of concrete = 3.14x (0.25)2 x 6 + 8.26(0.25) 3
4
= 0.294 + 0.129 =
(Rate same as item No.4 of R.C.C.)
Add- Cost of 10% extra) cement
0.423 cum
0.1366 qntl.
796.02
0.423 Cum
1 cum
1 qntl
2231.30
943.84
341
46.58
Total =
1786.44
Say Rs.
1786.40 / Each
(i) For each additional depth of 0.5m beyond initial
depth of 6.0m add extra to the rates
Per 1 Pile
Rate same as item No.1c(i)
-
-
-
103.40 / Each
(ii) For each less depth of 0.5m from the initial
depth of 6.0m deduct from the rate
Per 1 Pile
Rate same as item No.1c(ii)
-
-
103.40 / Each
-
-212-
Description
Quantity
Sl.
Rate
Unit
required
No.
Rs. P
2
1
3
4
5
d) 450mm dia and 6.0m long
Per 1 Pile
Excavation of bore hole- cost same as item No. 2(a)
Add 55% extra R.C.C. M20
Volume of concrete = 3.14x (0.45)2 x 6 + 8.26(0.45) 3
4
= 0.954 + 0.752 =
(Rate same as item No.4 of R.C.C.)
Add- Cost of 10% extra) cement
1.706 cum
0.551 qntl.
(ii) For each less depth of from the initial depth
of 6 m deduct from the rate
Per 1 Pile
Rate same as item d(.I)
Remarks
7
959.06
527.48
1.706 Cum
1 cum
1 qntl
Say Rs.
(i) For each additional depth of 0.5 m beyond
initial depth of 6.0 m add extra to the rate.
Per 1 Pile
Excavation of the bore hole - Take 5% of item (a)
RCC M20
Rate as per item No. 4 of R.C.C.
Add-cost of 10% extra cement
Amount
Rs. P
6
2231.30
341
3806.60
187.89
Total =
5481.04 /Each
5481.00 / Each
74.33
0.0795 cum
0.0257 qntl
1 cum
1 qntl
2231.30
341
Total
Or Say
177.39
8.76
260.48
260.50
260.50 /Each
Note :
(I) Rate of RCC items have been arrived on crusher broken chips. If hand broken chips are to be used,
the difference in cost is to be subtracted to arrive at the finished rate.
(ii) 10 percent excess on the above rates will be allowed for the works being executed inside the jail premises.
-213-
XVI. DISMANTLING
Sl. Description
Quantity
Unit
No.
required
1
2
4
3
1 Dismantling brick or stone masonry
in clay under 3m. height including
stacking the useful materials for
reuse and removing the debris
within 50m. Lead
per 1 cum
Data for 2.83 cum
a) Labour
Man Mulia
1.25 Nos
Each
Woman Mulia
3.50 Nos
Each
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 cum =
292.61
=
103.39
2.83
Say Rs.
103.40
2 Dismantling brick or stone masonry
in clay above 3m. height including
stacking the useful materials for
reuse and removing the debris
within 50m. Lead
per 1 cum
Data for 2.83 cum
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 cum =
1.50 Nos
3.50 Nos
308.00
2.83
Say Rs.
3 Dismantling brick or stone masonry
in lime or cement mortar under 3m.
height including stacking the useful
materials for reuse and removing
the debris within 50m. Lead
per 1 cum
Data for 2.83 cum
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 cum =
=
55.00
55.00
-
Each
Each
---
Amount
Rs. P
6
68.75
192.50
26.13
5.23
292.61
/ cum
/ cum
55.00
55.00
82.50
192.50
27.50
5.50
308.00
108.83 / cum
108.80 / cum
4.00 Nos
4.50 Nos
523.60
2.83
Say Rs.
Rate
Rs. P
5
=
-214-
Each
Each
---
55.00
55.00
185.02 / cum
185.00 / cum
220.00
247.50
46.75
9.35
523.60
Remarks
7
Sl. Description
No.
1
2
4 Dismantling brick or stone masonry
in lime or cement mortar above 3m.
height including stacking the useful
materials for reuse and removing
the debris within 50m. Lead
Quantity
required
3
per 1 cum
Data for 2.83 cum
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 cum =
=
=
55.00
55.00
Amount
Rs. P
6
247.50
247.50
49.50
9.90
554.40
195.90 / cum
Each
Each
---
55.00
55.00
27.50
96.25
12.38
2.48
138.61
14.90 / sqm
14.90 / sqm
0.30 No
0.25 No
33.89
9.30
Say Rs.
Each
Each
---
Rate
Rs. P
5
195.90 / cum
0.50 No
1.75 Nos
138.61
9.30
Say Rs.
6 Dismantling roof timbers of
thatched roof including stacking the
useful materials for reuse and
removing the debris within 50m.
Lead
per 1 sqm
Data for 9.30 Sqm
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
4
4.50 Nos
4.50 Nos
554.40
2.83
Say Rs.
5 Removing thatched roof including
tying of useful thatches to small
bundles and stacking them carefully
for reuse and removing the debris
within 50m. Lead
per 1 sqm
Data for 9.30 Sqm
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
Unit
=
-215-
Each
Each
---
55.00
55.00
3.64 / sqm
3.60 / sqm
16.50
13.75
3.03
0.61
33.89
Remarks
7
Sl. Description
Quantity
No.
required
1
2
3
7 Dismantling pan or single Nuria or
Mangalore tileroofing (Tiles only)
including stacking the useful
materials for reuse and removing
the debris within 50m. Lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
1.00 No
Woman Mulia
1.75 Nos
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
169.41
=
9.30
Say Rs.
8 Dismantling double Nuria
tileroofing (Tiles only) including
stacking the useful materials for
reuse and removing the debris
within 50m. Lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
1.25 Nos
3.00 Nos
261.81
9.30
Say Rs.
9 Dismantling flat & pan tiled roofing
(Tiles only) including stacking the
useful materials for reuse and
removing the debris within 50m.
Lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
=
Unit
Rate
Rs. P
5
4
Each
Each
---
55.00
55.00
55.00
96.25
15.13
3.03
169.41
18.22 / sqm
18.20 / sqm
Each
Each
---
55.00
55.00
68.75
165.00
23.38
4.68
261.81
28.15 / sqm
28.20 / sqm
1.25 Nos
4.00 Nos
Each
Each
55.00
55.00
--
323.41
9.30
Say Rs.
Amount
Rs. P
6
=
-216-
34.77 / sqm
34.80 / sqm
68.75
220.00
28.88
5.78
323.41
Remarks
7
Sl. Description
Quantity
No.
required
1
2
3
10 Dismantling reepers under tiled roof
(pan, flat or nuria tiles) after careful
removal of nails including stacking
the useful materials for reuse and
removing the debris within 50m.
Lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Carenter(2nd Class)
0.33 No
Man Mulia
1.25 Nos
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
104.72
=
9.30
Say Rs.
11 Dismantling and removing lime
concrete flooring 7.5 cm to 10 cm
thick including stacking the useful
materials for reuse and removing
the debris within 50m lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Carenter(2nd Class)
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
0.75 No
2.00 Nos
169.41
9.30
Say Rs.
12 Dismantling and removing 2.5 cm.
thick artificial stone flooring
including stacking the useful
materials for reuse and removing
the debris within 50m lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
=
4
Each
Each
---
Rate
Rs. P
5
75.00
55.00
Amount
Rs. P
6
24.75
68.75
9.35
1.87
104.72
11.26 / sqm
11.30 / sqm
Each
Each
---
55.00
55.00
41.25
110.00
15.13
3.03
169.41
18.22 / sqm
18.20 / sqm
0.75 Nos
1.25 Nos
123.20
9.30
Say Rs.
Unit
=
-217-
Each
Each
---
55.00
55.00
13.25 / sqm
13.20 / sqm
41.25
68.75
11.00
2.20
123.20
Remarks
7
Sl. Description
Quantity
No.
required
1
2
3
13 Removing old lime or cement
plaster from walls including raking
out joints 12 mm deep and
removing the debris within 50m
lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
1.00 No
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
61.60
=
9.30
Say Rs.
14 Dismantling flag stone flooring
including stacking the useful stones
for reuse and removing the debris
within 50m lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
0.50 Nos
1.00 No
92.40
9.30
Say Rs.
15 Dismantling terraced roof (Madras
or Orissa) including stacking the
useful materials for reuse and
removing the debris within 50m
lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
=
4
Each
---
Rate
Rs. P
5
55.00
Amount
Rs. P
6
55.00
5.50
1.10
61.60
6.62 / sqm
6.60 / sqm
Each
Each
---
55.00
55.00
27.50
55.00
8.25
1.65
92.40
9.94 / sqm
9.90 / sqm
2.35 Nos
4.00 Nos
391.17
9.30
Say Rs.
Unit
=
16 Dismantling G.C.I. or A.C. sheet
roofing after carefully removing the
bolts and nuts including stacking of
he materials for reuse and removing
the debris within 50m lead
-218-
Each
Each
---
55.00
55.00
42.06 / sqm
42.10 / sqm
129.25
220.00
34.93
6.99
391.17
Remarks
7
Sl. Description
Quantity
No.
required
1
2
3
per 1 sqm
Data for 9.30 sqm
a) Labour
Fitter (2nd Class)
0.25 Nos
Man Mulia
0.50 Nos
Woman Mulia
1.00 No
b) Overhead Charges @ 10% on (a)
c) 2% Kerosine Oil, Sundries T & P etc. on (a)
Unit
4
Each
Each
Each
---
Rate
Rs. P
5
75.00
55.00
55.00
Amount
Rs. P
6
18.75
27.50
55.00
10.13
2.03
113.41
Total (a+b+c)
Rate per 1 sqm =
113.41
9.30
Say Rs.
17 Dismantling wrought and framed
timber in roof frame work of floors
after careful removal of nail, bolts
etc. and stacking of the materials for
reuse and removing the debris
within 50m lead
per 1 cum
Data for 0.0283 sqm
a) Labour
Carpenter (2nd class)
Man Mulia
b) Overhead Charges @ 10% on(a) c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 cum =
=
12.20 / sqm
0.03 Nos
0.04 Nos
4.99
0.0283
Say Rs.
12.19 / sqm
=
18 Dismantling and removing doors,
windows and ventilators including
removal of frame, hinges, fastening
and stacking the same for reuse and
removing the debris within 50m
lead
per 1 sqm
Consider a door of (1.22 M×2.13 M=2.60sqm)
a) Labour
Carpenter (2nd class)
0.50 Nos
Man Mulia
0.60 Nos
Woman Mulia
1.00 No
b) Overhead Charges @ 10% on(a) c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
-219-
Each
Each
---
75.00
55.00
2.25
2.20
0.45
0.09
4.99
176.33 / cum
176.30 / cum
Each
75.00
Each
55.00
Each
55.00
--Total =
37.50
33.00
55.00
12.55
2.51
140.56
Remarks
7
Sl. Description
No.
1
Quantity
required
2
3
Rate per 1 sqm =
140.56
=
2.60
Say Rs.
19 Dismantling dry or grouted rough
stone revetments of approns or
retaining walls and stacking the
stones for reuse and removing the
debris within 50m lead
per 1 cum
Data for 2.83 sqm
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on(a) c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 cum =
1.00 No
3.50 Nos
277.20
2.83
Say Rs.
20 Dismantling and removing 2.5 cm
thick grading concrete from roof
slab cleaning the surface lowering
and removing the debris within 50m
lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
Woman Mulia
Woman Mulia for lifting the debries
b) Overhead Charges @ 10% on(a) c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
Rate
Rs. P
4
5
54.06 / sqm
Amount
Rs. P
6
54.10 / sqm
Each
Each
---
55.00
55.00
55.00
192.50
24.75
4.95
277.20
97.95 / cum
98.00 / cum
0.75 Nos
1.25 Nos
0.25 Nos
138.61
9.30
Say Rs.
21 Removing old grading plaster from
roof slab, cleaning the surface,
lowering and removing the debris
within 50m lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
=
Unit
=
1.40 Nos
-220-
Each
55.00
Each
55.00
Each
55.00
--Total =
14.90 / sqm
41.25
68.75
13.75
12.38
2.48
138.61
14.90 / sqm
Each
55.00
77.00
Remarks
7
Sl. Description
Quantity
No.
required
1
2
3
Woman Mulia
0.15 Nos
b) Overhead Charges @ 10% on(a) c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
95.49
=
9.30
Say Rs.
22 Removing old tarfelt from roof slab,
cleaning the surface, lowering and
removing the debris within 50m
lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
b) Overhead Charges @ 10% on(a) c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
1.75 Nos
107.81
9.30
Say Rs.
23 Dismantling and removing cement
concrete including stacking the
useful materials for reuse and
removing the debris within 50m
lead
per 1 cum
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on(a) c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
=
1.50 Nos
0.10 Nos
Unit
Rate
Rs. P
4
5
Each
55.00
--Total =
10.27 / sqm
10.30 / sqm
Each
---
1.50 Nos
1.50 Nos
96.25
9.63
1.93
107.81
11.60 / sqm
Each
Each
---
Each
Each
--Say Rs.
-221-
55.00
11.59 / sqm
Say Rs.
24 Dismantling and removing R.C.C.
columns beams slab staircase
landing lintels including stacking
the useful materials for reuse and
removing the debris within 50m
lead
per 1 cum
a) Labour
Semiskilled Mulia
Man Mulia
b) Overhead Charges @ 10% on(a) c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Amount
Rs. P
6
8.25
8.53
1.71
95.49
55.00
55.00
82.50
5.50
8.80
1.76
98.56
98.60 / cum
65.00
55.00
97.50
82.50
18.00
3.60
201.60
201.60 / cum
Remarks
7
Sl. Description
No.
1
2
25 Dismantling and removing R.C.C.
Chajja, Shelves, fins and parapet
including stacking the useful
materials for reuse and removing
the debris within 50m lead
Quantity
required
3
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
b) Overhead Charges @ 10% on(a) c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
=
=
55.00
Amount
Rs. P
6
192.50
19.25
3.85
215.60
23.18 / sqm
Each
Each
---
55.00
55.00
46.75
77.00
12.38
2.48
138.61
14.90 / sqm
14.90 / sqm
1.10 Nos
67.76
9.30
Say Rs.
Each
---
Rate
Rs. P
5
23.20 / sqm
0.85 Nos
1.40 Nos
138.61
9.30
Say Rs.
27 Dismantling and removing marbel
chips dados & skirting from walls
including rackingout joints 12mm.
Deepstacking the useful materials
for reuse and removing the debris
within 50m lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
b) Overhead Charges @ 10% on(a) c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
4
3.50 Nos
215.60
9.30
Say Rs.
26 Dismantling and removing marble
chips flooring including stacking
the useful materials for reuse and
removing the debris within 50m
lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
Woman Mulia
b) Overhead Charges @ 10% on(a) c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
Unit
=
-222-
Each
---
55.00
7.29 / sqm
7.30 / sqm
60.50
6.05
1.21
67.76
Remarks
7
Sl. Description
Quantity
No.
required
1
2
3
28 Dismantling and removing old tiled
flooring including removing the
base coarse and stacking the useful
materials for reuse and removing
the debris within 50m lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
1.00 No
Woman Mulia
1.50 Nos
b) Overhead Charges @ 10% on(a) c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
154.00
=
9.30
Say Rs.
29 Dismantling and removing old tiled
cladding from walls including
racking out joints 12mm deep
stacking the useful materials for
reuse and removing the debris
within 50m lead
per 1 sqm
Data for 9.30 sqm
a) Labour
Man Mulia
b) Overhead Charges @ 10% on(a) c) 2% Sundries T & P etc. on (a)
Total (a+b+c)
Rate per 1 sqm =
1.30 Nos
80.08
9.30
Say Rs.
=
Unit
4
Each
Each
---
Rate
Rs. P
5
55.00
55.00
Amount
Rs. P
6
55.00
82.50
13.75
2.75
154.00
16.56 / sqm
16.60 / sqm
Each
---
55.00
71.50
7.15
1.43
80.08
8.61 / sqm
8.60 / sqm
Note :
1 For dismantling work in 1st floor or any additional floor add 5% extra labour over &
above the rate of next lower floor for lowering the dismantled materials.
2 10% excess on the above rate will be allowed for the works being executed inside jail
premises.
-223-
Remarks
7
XVII. IRON WORK
Quantity
Description
Sl.
Unit
required
No.
2
3
1
4
1 Hoisting joists and trusses and placing in position
(labour only)
Per 1 Qntl.
Data for 0.508 Qntl.
a) Labour
Sangi Mulia for conveying joist from outside to the
buildings.
0.25
no Each
Sangi Mulia for lifting joists up to top of the walls
with ropes, etc..
0.75
no Each
Man Mulia for placing joists in position
0.17
no Each
b) Overhead Charges @ 10% on (a)
c) 2% Scaffolding ropes, Sundries, T&P etc. on (a)
Total (a+b+c)
Rate per 1 Qntl. =
83.28
= 163.94
0.508
Say Rs.
163.90
2 Iron work wrought and put up in window grating
including drilling holes in choukathas (labour only)
per 1 Qntl.
Data for 0.508 Qntl.
a) Labour
Carpenter (2nd Class)
0.75
no Each
Semi-skilled mulia
0.75
no Each
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc.on (a)
Total (a+b+c)
Rate per 1 cum =
117.60
= 231.50
0.508
Say Rs.
231.50
3 Iron work wrought and put up in trusses and record racks(labour only)
per 1 Qntl.
Data for 0.508 Qntl.
a) Labour
Black smith (2nd Class)
1.25
nos Each
Fitter (2nd Class)
1.00
no Each
Helper
1.00
no Each
Man Mulia
2.50
nos Each
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc.on (a)
Total (a+b+c)
Rate per 1 cum =
415.81
= 818.52
0.508
Say Rs.
818.50
-224-
Rate
Rs. P
5
Amount
Remarks
Rs. P
6
7
65.00
16.25
65.00
55.00
-
48.75
9.35
7.44
1.49
83.28
/ Qntl
/ Qntl
75.00
65.00
-
56.25
48.75
10.50
2.10
117.60
/ Qntl
/ Qntl
75.00
75.00
65.00
55.00
/ Qntl
/ Qntl
93.75
75.00
65.00
137.50
37.13
7.43
415.81
Description
Quantity
Sl.
Rate
Unit
required
No.
Rs. P
2
1
3
4
5
4 Iron work wrought and put up in grated doors, windows and cage latrines (labour only)
per 1 Qntl.
Data for 0.508 Qntl.
a) Labour
Black smith (Special)
0.75
no Each
85.00
Black smith (2nd Class)
1.00
no Each
75.00
Filter (Special)
1.00
no Each
85.00
Fitter (2nd Class)
1.00
no Each
75.00
Helper to Black smith
1.00
no Each
65.00
Man Mulia
3.25
nos Each
55.00
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc.on (a)
Total (a+b+c)
Rate per 1 cum =
607.60
= 1196.06 / Qntl
0.508
Say Rs.
1196.10 / Qntl
5 Iron work wrought and put up in bolts of over 15 cm in length (labour only)
per 1 Qntl.
Data for 0.508 Qntl.
a) Labour
Black smith (Special)
1.00
nos Each
85.00
Black smith (2nd Class)
1.50
nos Each
75.00
Fitter (Special)
1.00
no Each
85.00
Fitter (2nd Class)
1.00
no Each
75.00
Helper to Black smith
2.00
nos Each
65.00
Man Mulia
3.00
nos Each
55.00
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc.on (a)
-Total (a+b+c)
Rate per 1 cum =
730.80
= 1438.58 / Qntl
0.508
Say Rs.
1438.60 / Qntl
6 Iron work wrought and put up in bolts less than 15 cm in length (labour only)
per 1 Qntl.
Data for 0.508 Qntl.
a) Labour
Black smith (Special)
1.00
no Each
85.00
Black smith (2nd Class)
1.80
nos Each
75.00
Fitter (Special)
1.25
nos Each
85.00
Fitter (2nd Class)
1.00
no Each
75.00
Hamer Man
2.00
nos Each
65.00
Man Mulia
3.00
nos Each
55.00
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc.on (a)
Total (a+b+c)
Rate per 1 cum =
779.81
= 1535.06 / Qntl
0.508
Say Rs.
1535.10 / Qntl
-225-
Amount
Remarks
Rs. P
6
7
63.75
75.00
85.00
75.00
65.00
178.75
54.25
10.85
607.60
85.00
112.50
85.00
75.00
130.00
165.00
65.25
13.05
730.80
85.00
135.00
106.25
75.00
130.00
165.00
69.63
13.93
779.81
Description
Quantity
Sl.
Rate
Amount
Unit
Remarks
required
No.
Rs. P
Rs. P
2
1
3
4
5
6
7
7 Drilling holes 6mm to 12mm dia in iron flats, angles, tees etc. of 6mm to 10mm thick with
hand drill(labour only) Per each
Data for 36 Nos. of holes
a) Labour
Fitter (2nd Class)
1.00
no Each
75.00
75.00
Man Mulia
1.00
no Each
55.00
55.00
b) Overhead Charges @ 10% on (a)
13.00
c) 2% Sundries T & P etc.on (a)
2.60
Total (a+b+c)
Total=
145.60
Rate per 1 cum =
145.60
=
4.04 / each
36.00
Say Rs.
4.00 / each
8 Drilling holes 12mm to 25mm dia in iron flats, angles, tees etc. of 6mm to 10mm thick with
hand drill(labour only) Per each
Data for 27 Nos. of holes
a) Labour
Fitter (2nd Class)
1.00
no Each
75.00
Man Mulia
1.00
no Each
55.00
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc.on (a)
Total (a+b+c)
Rate per 1 cum =
145.60
=
5.39 / each
27.00
Say Rs.
5.40 / each
75.00
55.00
13.00
2.60
145.60
9 Drilling holes 6mm to 12mm dia in iron flats, angles, tees etc. above 10mm thick & upto 16mm
thick with hand drill(labour only) Per each
Data for 27 Nos. of holes
a) Labour
Fitter (2nd Class)
1.00
no Each
75.00
75.00
Man Mulia
1.00
no Each
55.00
55.00
b) Overhead Charges @ 10% on (a)
13.00
c) 2% Sundries T & P etc.on (a)
2.60
Total (a+b+c)
145.60
Rate per 1 cum =
145.60
=
5.39 / each
27.00
Say Rs.
5.40 / each
-226-
Description
Quantity
Sl.
Rate
Amount
Unit
Remarks
required
No.
Rs. P
Rs. P
2
1
3
4
5
6
7
10 Drilling holes 12mm to 25mm dia in iron flats, angles, tees etc. above 10mm thick & upto 16mm
thick with hand drill(labour only) Per each
Data for 18 Nos. of holes
a) Labour
Fitter (2nd Class)
1.00
no Each
75.00
75.00
Man Mulia
1.00
no Each
55.00
55.00
b) Overhead Charges @ 10% on (a)
13.00
c) 2% Sundries T & P etc.on (a)
2.60
Total (a+b+c)
145.60
Rate per 1 No. =
145.60
=
8.09 / each
18.00
Say Rs.
8.10 / each
Note :
1 10% excess on the above rate will be allowed for the works being executed inside jail premises.
-227-
XVIII. WELL SINKING
Description
Sl.
Quantity
Unit
No.
required
2
1
3
4
1 Sinking 90 Cm dia well in ordinary soil including
Rate
Rs. P
5
Amount
Rs. P
6
Remarks
7
supply of earthen rings depth not exceeding 4.55m
including filling sides with puddle clay
per 1 Metre
Data for 0.3048 M
a) Labour
Well sinker
Man Mulia
Filling the space with stiff clay & watering
Earthen ring over 90 cm. Dia
Earthen ring over 10.05 m
b) Overhead Charges @10% on (a)
Total (a+b) =
Rate per 1 M (278.27 / 0.3048) =
2
3
Sinking 90 Cm dia well in ordinary soil including
supply of earthen rings depth from 4.80m to 9.10
m deep.
per 1 Metre
Data for 0.3048 M
Rate as per item No.1
Add extra labour
Total=
Rate per 1 M (298.95 / 0.3048) =
Sinking 90 Cm dia well in ordinary soil including
supply of earthen rings depth from 9.90m to 13.70
m deep.
per 1 Metre
Data for 0.3048 M
Rate as per item No.1
Add extra labour
Total=
Rate per 1 M (314.11 / 0.3048) =
0.5
1
2.5
2.50%
-
Each
Each
-Each
Each
--
-
Sinking 90 Cm dia well in hard soil not exceeding
4.55m deep.
per 1 Metre
Data for 0.3048 M
Rate as per item No.1
Add extra labour
Total=
Rate per 1 M
-228-
Say
32.50
55.00
10.47
75.00
80.00
25.30
278.27
912.95
912.90 / RM
Say
278.27
20.68
298.95
980.80
980.80 / RM
30.00
32.00
--
-
--
278.27
35.84
314.11
1030.53
1030.50 / RM
-
--
298.95
/ 0.3048 =
Say
278.27
20.68
298.95
980.80
Say
4
65.00
55.00
980.80 / RM
Description
Sl.
Quantity
No.
required
2
1
3
5 Sinking 90 Cm dia well in hard soil including
supply of earthen ring depth from 4.80m to 9.10m
deep.
per 1 Metre
Data for 0.3048 M
Rate as per item No.4
Add extra labour
Total=
Rate per 1 M
327.25
6
Sinking 90 Cm dia well in hard soil including
supply of earthen ring depth from 9.90m to
13.70m deep.
per 1 Metre
Data for 0.3048 M
Rate as per item No.3
Add extra labour
Total=
Rate per 1 M
Sinking masonry well 1.50 M dia in ordinary soil
upto 4.55M deep (Labour only)
per 1 Metre
Data for 0.3048 M
a) Labour
Well sinker(Open well)
Man Mulia to dig trenches
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)=
Rate per 1 M
Rate
Rs. P
5
Unit
4
--
/ 0.3048 =
Say
-
--
342.41
/ 0.3048 =
Say
0.5
2.5
-
Each
Each
---
190.40
/ 0.3048 =
Say
Amount
Rs. P
6
298.95
28.30
327.25
1073.65
1073.60 / RM
314.11
28.30
342.41
1123.38
1123.40 / RM
7
8
Sinking 1.50 M dia masonry well in hard soil upto
4.55m deep (Labour).
per 1 Metre
Data for 0.3048 M
Rate as per item No.7
Add extra labour for hard soil
Total=
Rate per 1 M
-229-
-
--
211.61
/ 0.3048 =
Say
65.00
55.00
32.50
137.50
17.00
3.40
190.40
624.67
624.70 / RM
190.40
21.21
211.61
694.26
694.30 / RM
Remarks
7
Description
Sl.
Quantity
No.
required
2
1
3
9 Sinking masonry well 1.50 M dia in ordinary soil
from 4.80M to 9.10 m (Labour only)
per 1 Metre
Data for 0.3048 M
a) Labour
Well sinker
0.75
Man Mulia to dig trenches and remove earth
3.5
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)=
Rate per 1 M
270.20
10 Sinking masonry well 1.50 M dia in hard soil
from 4.80m to 9.10m deep (Labour only).
per 1 Metre
Data for 0.3048 M
Rate as per item No.9
Add extra labour for hard soil
Total=
Rate per 1 M
11 Sinking masonry well 1.50 M dia in ordinary soil
from 9.90M to 13.70 m (Labour only)
per 1 Metre
Data for 0.3048 M
a) Labour
Well sinker
Man Mulia to dig and remove earth
b) Overhead Charges @ 10% on (a)
c) 2% Sundries T & P etc. on (a)
Total (a+b+c)=
Rate per 1 M
12 Sinking masonry well 1.50 M dia in hard soil
from 9.90m to 13.70m deep (Labour only).
per 1 Metre
Data for 0.3048 M
Rate as per item No.11
Add extra labour for hard soil
Total=
Rate per 1 M
-230-
Rate
Rs. P
5
Unit
4
Each
Each
--/ 0.3048 =
Say
-
--
300.39
/ 0.3048 =
Say
1
4.75
-
Each
Each
---
365.40
/ 0.3048 =
Say
-
---
403.14
/ 0.3048 =
Say
Amount
Rs. P
6
65.00
55.00
48.75
192.50
24.13
4.83
270.20
886.48
886.50 / RM
270.20
30.19
300.39
985.53
985.50 / RM
65.00
55.00
65.00
261.25
32.63
6.53
365.40
1198.82
1198.80 / RM
365.40
37.74
403.14
1322.64
1322.60 / RM
Remarks
7
Description
Sl.
Quantity
No.
required
2
1
3
13 Construction of 6m. Dia R.C.C. well sinking in
soft rock to lines levels and plumb by scooping out
from inside and below the steining including cost
of hire and running charges of tools and plants and
supplying & working of pumps bailing out of
water and removal of all material and obstacle
from inside the well by divers etc. including
precuation against shifting and tilting disposal of
the soil with all leads and lift etc. complete as
directed by the Engineer-in charges (Labour only )
Per 1 meter
Soft Rock
Rate
Rs. P
5
Unit
4
Amount
Rs. P
6
0.52M. Depth
Sinker Special
Helper
Unskilled labour
48
18
72
Nos
Nos
Nos
Sinker Special
Helper
Unskilled labour
72
27
108
Nos
Nos
Nos
Sinker Special
Helper
Unskilled labour
48
18
72
Nos
Nos
Nos
168
63
252
168
63
252
Nos
Nos
Nos
Nos
Nos
Nos
1.11M. Depth
0.500M. Depth
Total for 2.13 M depth
Sinker Special ( 48+72+48 ) =
Helper ( 18+27+18 ) =
Unskilled labour ( 72+108+72 ) =
Sinker Special
Helper
Unskilled labour
2.13 M depth Amount
For 1.00 M average
47460.00 / 2.13
170.00
80.00
55.00
=
Say
Machineries
Air compressor 8 hour per day
6days×8=48 hours @Rs.206/h
Diesel 6×40=240 ltrs, @Rs.34/lit
Mobil 6×1=6litrs@Rs.90/litr
Jack hammer6×8=48 Hour @Rs15/litrs/hour
Ropes, Sundries, Tools & Plants 6×30.00
48
240
6
48
hour
lit
lit
hour
206.00
34.00
90.00
15.00
Total
-231-
28560.00
5040.00
13860.00
47460.00
22281.69
22281.70
9888.00
8160.00
540.00
720.00
180.00
19488.00
Remarks
7
Sl.
No.
1
Description
Quantity
required
3
2
Air compressor 8 hour per day
9×8=72 hours @Rs.206/hour
Diesel 9×40=360 ltrs, @Rs.34/lit
Mobil 9×1=9litrs@Rs.90/litr
Jack hammer9×8=72 Hour @Rs15/litrs/hour
Ropes, Sundries, Tools & Plants 9×30.00
72
360
9
72
4
Rate
Rs. P
5
hour
lit
lit
hour
206.00
34.00
90.00
15.00
Unit
Total
Air compressor 8 hour per day
6×8=48 hours @Rs.206/h
Diesel 6×40=240 ltrs, @Rs.34/lit
Mobil 6×1=6litrs@Rs.90/litr
Jack hammer6×8=48 Hour @Rs15/litrs/hour
Ropes, Sundries, Tools & Plants 6×30.00
48
240
6
48
hour
lit
lit
hour
206.00
34.00
90.00
15.00
Total
0.52M Depth
1.11M Depth
0.50 M depth
2.13 M depth
2.13M depth of sinking amounts
1 m ave = 68208 / 2.13
Total
=
or say
Amount
Rs. P
6
Remarks
7
14832.00
12240.00
810.00
1080.00
270.00
29232.00
9888.00
8160.00
540.00
720.00
180.00
19488.00
19488.00
29232.00
19488.00
68208.00
68208.00
32022.54
32022.50
Labour
Machineries
Total
22281.70
32022.50
54304.20
14 Construction of 6m. Dia R.C.C. well sinking in
hard rock to lines levels and lumb by scooping out
from inside and below the steining including cost
of hire and running charges of tools and plants and
supplying & working of pumps bailing out of
water and removal of all material and obstacle
from inside the well by divers etc. including
precuation against shifting and tilting disposal of
the soil with all leads and lift etc. complete as
directed by the Engineer-in charges (Labour only )
Per 1 Metre
Sinker Special 8×7=
Helper 3×7=
Labour 12×7=
56
21
84
Nos
Nos
Nos
for
0.40m
depth
Sinker Special 8×8=
Helper 3×8=
Labour 12×8=
64
24
96
Nos
Nos
Nos
for
0.36m
depth
Sinker Special 8×5=
Helper 3×5=
Labour 12×5=
40
15
60
Total
Nos
Nos
Nos
for
0.27m
depth
1.03 m
-232-
Sl.
No.
1
Description
2
for total 1.03 M. sinking
for 1.00 M. depth sinking
Quantity
required
3
ABSTRACT
Sinker Special
160
Heler
60
Labour
240
Unit
4
Nos
Nos
Nos
Rate
Rs. P
5
Amount
Rs. P
6
170.00
80.00
55.00
Total
27200.00
4800.00
13200.00
45200.00
56
280
7
56
hr
lit
lit
hr
Or Say
43883.50
206.00
34.00
90.00
15.00
11536.00
9520.00
630.00
840.00
280.00
22806.00
2100.00
24906.00
Total
Explosive 10 holes /day @30×7×10
Total =
Well 0.36 M. depth
Air compressor 8 hour per day
8×7 days=64 hours @206.00/h
Diesel 8×40=320 ltrs, @Rs.34.00/lit
Mobil 8×1=8litrs@Rs.90/litr
Jack hammer8×8=64 Hour @Rs15/litrs/hour
Ropes, Sundries, Tools & lant 8×40.00
64
320
8
64
hr
lit
lit
hr
206.00
34.00
90.00
15.00
Total
Explosive 10 holes /day @30×8×10
Total =
Well 0.27 M. depth
Air compressor 8 hour per day
8×5 days=40 hours @206.00/h
Diesel 5×40=200 ltrs, @Rs.34.00/lit
Mobil 5×1=5litrs@Rs.90/litr
Jack hammer8×8=64 Hour @Rs15/litrs/hour
Ropes, Sundries, Tools & lant 5×40.00
Explosive 10 holes /day @30×5×10
40
200
5
64
hr
lit
lit
hr
206.00
34.00
90.00
15.00
Total =
-233-
7
45200.00
43883.50
45200.00 / 1.03 =
Machineries
Well 0.40 M. depth
Air compressor 8 hour per day
8×7 days=56 hours @206.00/h
Diesel 7×40=280 ltrs, @Rs.34.00/lit
Mobil 7×1=7litrs@Rs.90/litr
Jack hammer7×8=56 Hour @Rs15/litrs/hour
Ropes, Sundries, Tools & lant 7×40.00
Remarks
13184.00
10880.00
720.00
960.00
320.00
26064.00
2400.00
28464.00
8240.00
6800.00
450.00
960.00
200.00
1500.00
18150.00
/ RM
Sl.
No.
1
Description
Quantity
Unit
required
3
4
ABSTRACT
2
Well 0.40 M. depth
Well 0.36 M. depth
Well 0.27 M. depth
For 1.03 M. sinking
Hence 1.00 M. sinking
or say total cost =
Labour
Machienries
-234-
Rate
Rs. P
5
Amount
Rs. P
6
=
=
=
=
=
24906.00
28464.00
18150.00
71520.00
69436.89
69436.90
43883.50
69436.90
113320.40
=
=
Total =
Remarks
7
/ RM
XIX.OTHER BUILDING ITEMS.
SI
No
Description
1
Supplying, fitting and fixing vetrifed tile in
floors of size 600mm x 600mm of approved
make with application of polymer modified
cement based water resistant adhesive bed
of required thickness of 10mm and filling
joints with epoxy grout of approved qualiy
including cost of all materials, labour T&P
etc required for the work.
Data for 10 Sqm
Material
Cost of tile
Cost of polymer modified adhessive.
Epoxy Grout
b) Labour
Mason Spl
S.S Mulia
Mulia
c) O.H.C @ 10% on (a+b)
Total (a+b+c)
Rate per Sqm
Quantity required
Unit
Rate
Rs. P
Amount
Rs. P
a)
10.00 Sqm Each Sqm 805.00
90.00 Kg.
Each Kg. 20.00
L.S
2.16 Nos. Each
5.50 Nos. Each
2.16 Nos. Each
11915.97
10
-235-
Or say
85.00
65.00
55.00
Rs.
8050.00
1800.00
322.80
183.60
357.50
118.80
1083.27
11915.97
1191.60
1191.60
SI
No
Description
2
Finishing wall surface of walls with Acrylic
wall putty (Water based ) of approved make
and finished smooth and even surface to
receive painting including cost of scaffolding
staging charges with cost of all materials
taxes, labour T&P etc complete.
Data for 10 Sqm
Material
Synthetic putty
Painter 2nd class
b) Labour
Mulia
Mulia for preparation of surface
c) O.H.C @ 10% on (a+b)
Total (a+b+c)
Rate per Sqm
Quantity required
Unit
Rate
Rs. P
Amount
Rs. P
a)
8.00 Kg.
0.50 Nos.
0.50 Nos.
0.07 Nos.
521.72
10
-236-
Each Kg.
Each
Each
Each
Or say
50.68
75.00
405.44
37.50
55.00
55.00
27.50
3.85
47.43
521.72
52.17
52.20
Rs.
SI
No
Description
3
Providing fitting and fixing of false ceilling
with Aluminium anodised T Section No.
3215 with 2'-0" center to center, L section
No. 1705 upto 15 micron on 4 walls to be
fixed by means of steel screw and P.V.C
plug and the Aluminium grid 2'-0"x2'-0"
suspended from ceiling etc complete
Quantity required
Unit
Rate
Rs. P
Amount
Rs. P
Data for 14'-6" x 14'-6" = 210.25Sft or 19.53 Sqm
a)
Materials
Aluminium anodised T Section No. 3215
Perimeter Angle Section No. 1705
P.V.C rawl plug
9" connecting hooks with nuts and washer
G I wire
12mm thick Prelaminated Novapan board
including westage
65mm PVC Plug
Screws 50 mm x 8mm
Hire charges of drills machine
b) Labour
Carpenter 1st class
Mulia
c) O.H.C @ 10% on (a+b)
Total (a+b+c)
Rate per Sqm
22.66
3.62
42
42
Kg.
Each Kg. 190.00
Kg.
Each Kg. 190.00
Nos.
Each
7.00
Nos. Each
5.50
4305.40
687.80
294.00
231.00
2.00 Kg.
Each Kg.
40.00
21.48 Sqm Each Sqm
543.00
80.00
11663.64
50 Nos.
50 Nos.
1.5 day
Each
Each
Each
0.60
0.63
100.00
30.00
31.50
150.00
28 Nos.
28 Nos.
Each
Each
85.00
55.00
2380.00
1540.00
2139.33
23532.67
1204.95
1205.00
23532.67
19.53
-237-
Or say
Rs.
SI
No
Description
4
Providing and laying water proofs with
polymeric bituminous membrane (Plastic
felt) of 2.25Kg/Sqm and 1.5mm thickness
consisting of layers having center core of 20
microns thermoplastic high molecular high
density polyethylene H.M.H.D.P.E. film of
grade 2504 including priming the surface
with bituminous primer @ 0.3 Kg/Sqm
providing a coat of hot blown bitumen of
1.32 kg / Sqm, applying and laying plastic
felt membrane with 10 c.m overlap adhered
to blown bitumen of 85/25 or 90/15 grade
and covered with a layer of hot blown
bitumen @ 1.2Kg/Sqm etc complete.
Materials
Bitumen
Fire wood
Const. of 1.5 mm plastic felt
b) Labour
Semi skilled labour
High skilled labour
Skilled labour
c) O.H.C @ 10% on (a+b)
Total (a+b+c)
Rate per Sqm
Quantity required
Unit
Rate
Rs. P
Amount
Rs. P
a)
5
2.7 Kg. Each Kg.
0.015 Qntl Each Qntl
1 Sqm Each Sqm
20.00
320.00
72.00
54.00
4.80
72.00
0.025 Nos. Each
0.10 Nos. Each
0.028 Sqm Each Sqm
65.00
85.00
75.00
Or say
1.63
8.50
2.10
14.30
157.33
157.30
2.7 Kg.
Each Kg. 20.00
0.015 Qntl Each Qntl 320.00
1 Sqm Each Sqm
84.00
54.00
4.80
84.00
Providing and laying water proofs with
polymeric bituminous membrane (Plastic
felt) of 2.25Kg/Sqm and 2mm thickness
consisting of layers having center core of 20
microns thermoplastic high molecular high
density polyethylene H.M.H.D.P.E. film of
grade 2504 including priming the surface
with bituminous primer @ 0.3 Kg/Sqm
providing a coat of hot blown bitumen of
1.32 kg / Sqm, applying and laying plastic
felt membrane with 10 c.m overlap adhered
to blown bitumen of 85/25 or 90/15 grade
and covered with a layer of hot blown
bitumen @ 1.2Kg/Sqm etc complete.
Materials
Bitumen
Fire wood
Const. of 2 mm plastic felt
b) Labour
Semi skilled labour
High skilled labour
Skilled labour
c) O.H.C @ 10% on (a+b)
Total (a+b+c)
Rate per Sqm
a)
0.025 Nos. Each
0.10 Nos. Each
0.028 Sqm Each Sqm
Or say
-238-
65.00
85.00
75.00
Rs.
1.63
8.50
2.10
15.50
170.53
170.50
SI
No
Description
6
Providing fitting and fixing up partition
walling OEL aluminum anodized section
No.9210 and 9207 as single groove and
double groove respectively as horizontal and
vertical member and OEL section 4660 as
Tapered clip for fixing up 12mm thick pre
laminated board (Nova pan Make) and
jointing
angle
No.
1855
etc.
Data for 6'-10" x 7'-6" = 51.22Sft or 4.76
a)
Quantity required
Unit
Rate
Rs. P
Amount
Rs. P
Sqm
Materials
Al. Section No 9210 8.74 m @ 1.377Kg/M =
12.03
Al. Section No 9207 4.37 m @ 1.424Kg/M =
6.22
Tappered Clip Sec. No 9207 34.94m@0.169Kg/M=5.90
Al. angle Sec. No 1855 4.88m@0.518Kg/M=
2.53
26.68 Kg
U Rubber beads
34.94
M
12mm thick Novapan prelaminated bead
4.76 Sqm
Westage 10%
0.48 Sqm
Each Kg. 190.00
Each Mtr
22.00
5.24 Sqm Each Sqm
PVC Rawl plug
3"Screws
Screws 50 mm x 8mm
Hire charges of drills machine
b) Labour
Carpenter 1st class
Mulia
c) O.H.C @ 10% on (a+b)
Total (a+b+c)
Rate per Sqm
-239-
2845.32
7.00
70.00
20.00
9.45
200.00
Each
Each
Each
Each
2.00
0.63
100.00
17 Nos.
17 Nos.
Each
Each
85.00
65.00
Or say
768.68
543.00
10 Nos.
10 Nos.
15 Nos.
2 day
12685.92
4.76
5069.20
Rs.
1445.00
1105.00
1153.27
12685.92
2665.11
2665.10
SI
No
7
a)
Quantity required
Description
Unit
Rate
Rs. P
Amount
Rs. P
Supplying, fitting, fixing up window (sliding
type) made up aluminum Section 151-154,
151-155, as windows frame section No. 151155, 151-153 and 151-167 as shutter frame
with 5mm thick black glass as panel fitted
with rubber beading including locking
arrangement including all fitting including
cost of materials all taxes labour, T&P etc.
complete as per direction of Engineer-incharge.
Data for 4'-0" x 4'-0" = 16 Sft or 1.49 Sqm
Materials
Al. Section No 151-154
2.44 m @ 0.875Kg/M =
2.13
Top & Bottom Sec.No 151-155 2.44 m @ 0.765Kg/M =
1.87
Inter Lock Sec.No 151-153
Al. Section No 151-152
2.44 m @ 0.492Kg/M =
2.44 m @ 0.465Kg/M =
1.2
1.13
H. Section No 151-167
2.44 m @ 0.587Kg/M =
1.43
7.76 Kg
0.77 Kg
8.53 Kg
Westage 10%
Al. Screws of different sizes
Each Kg
8.53 Kg
8 Nos.
Each
LS
U rubber beading
9.75 Mtr
PVC plug
5mm thick black glass 1.493
Westage 10%
0.15
1.64 Sqm
Al. wheel runner
Handle with lock
Hire charges of drills machine
b) Labour
Carpenter 1st class
Mulia
c) O.H.C @ 10% on (a+b)
Total (a+b+c)
Rate per Sqm
1.64
8
2
1
4024.12
1.49
-240-
1620.70
1.50
12.00
30.00
7.00
68.25
456.00
25.00
40.00
100.00
747.84
200.00
80.00
100.00
85.00
65.00
453.05
346.45
365.83
4024.12
2700.75
2700.80
Each Mtr
Sqm Each Sqm
Nos.
Each
Nos.
Each
day
Each
5.33 Nos.
5.33 Nos.
190.00
Each
Each
Or say
Rs.
Quantity required
SI
No
Description
8
Supplying fitting, fixing fully glazed aluminum
framed openable windows using 15 micron
anodized OEL aluminum section 2082 as
out section, 9139 as mullion section, 4124
as a shutter section frame with tapered clip
of section 4125, aluminum angle , rubber
beading, friction stay and handle etc. with
5mm black glass.
Unit
Rate
Rs. P
Amount
Rs. P
Data for 6'-0" x 4'-0" = 24 Sft or 2.23 Sqm
a)
Materials
Outer Al. Section No 2082
Mullion Sec.No 9139
6.09 m @ 0.594Kg/M =
3.62
2.44 m @ 0.890Kg/M =
2.17
Shutter Sec.No 4124
7.31 m @ 0.520Kg/M =
Tappered clip Al. Sec. No 4125 10.97 m @ 0.197Kg/M =
3.80
2.16
Al. angle Section No 1855
0.47
0.91 m @ 0.518Kg/M =
12.22 Kg
1.22 Kg
13.44 Kg
Westage 10%
U rubber beading
Each Kg
13.44 Kg
10.97 Mtr Each Mtr
190.00
2553.60
7.00
76.79
Handle
2 Nos.
Each
40.00
80.00
Friction stay
4 Nos.
Each
122.00
488.00
456.00
7.00
1117.20
105.00
50.00
100.00
5mm thick black glass 2.23
Westage 10%
0.22
2.45 Sqm
PVC Rawl plug
Al. Screws of diff. Sizes
Hire charges of drills machine
b) Labour
Carpenter 1st class
Mulia
c) O.H.C @ 10% on (a+b)
Total (a+b+c)
Rate per Sqm
2.45 Sqm Each Sqm
15 Nos.
Each
LS
1 day
Each
8 Nos.
8 Nos.
6347.65
2.23
-241-
Each
Each
Or say
100.00
85.00
65.00
Rs.
680.00
520.00
577.06
6347.65
2846.48
2846.50
Quantity required
SI
No
Description
9
Providing fitting, fixing of Al. door with OEL
anodized Al. door section of 9202 as vertical
member, 9201 as top member and 9200 as
bottom and middle member and 12mm thick
pre-laminated board fixed on door frame by
means of tapered clip No. 4660 and the
frame to be completed by means of jointing
angle No. 1855 including all cost of labour,
T&P , hire charges of drilling machine,
labour
charges
etc.
complete.
Unit
Rate
Rs. P
Amount
Rs. P
Data for 3'-6" x 6'-8" = 23.31 Sft or 2.16 Sqm
a)
Materials
Al. Section No 9202
4.06 m @ 1.202Kg/M =
4.88
Al. Section No 9201
1.07 m @ 1.299Kg/M =
1.39
Al. Section No 9200
Al. Section No 4660
2.13 m @ 1.974Kg/M =
16.65 m @ 0.169Kg/M =
4.20
2.81
Al. Ang. Sec. No 1855 2.44 m @ 0.518Kg/M =
1.26
14.54 Kg
1.45 Kg
15.99 Kg
Westage 10%
15.99 Kg
12mm thick Prelaminated Novapan Board 2.16
Westage 10%
0.22
2.38 Sqm
4" Anodised Al. Hinges
U rubber beading
Door Stopper
Handle
6 Level mortice lock
Automatic door closure
Hire charges of drilling machine
Aluminium Screws adhesive
b) Labour
High skilled labour
Semi skilled labour
c) O.H.C @ 10% on (a+b)
Total (a+b+c)
Rate per Sqm
2.38
4
18.29
1
2
1
1
1.5
LS
Sqm Each Sqm
Nos.
Each
Mtr Each Mtr
day
Each
Nos.
Each
Nos.
Each
Nos.
Each
Day
Each
6.22 Nos.
6.22 Nos.
7582.82
2.16
-242-
Each Kg
Each
Each
Or say
190.00
3038.10
543.00
38.00
7.00
25.00
62.50
400.00
600.00
100.00
1292.34
152.00
128.03
25.00
125.00
400.00
600.00
150.00
50.00
85.00
65.00
528.70
404.30
689.35
7582.82
3510.56
3510.60
Rs.
SI
No
Quantity required
Description
Unit
Rate
Rs. P
Amount
Rs. P
10 Providing fitting, fixing of Al. door with OEL
anodized Al. door section of 9202 as vertical
member, 9201 as top member and 9200 as
bottom and middle member and 6mm plain
glass in top portion with
12mm thick
pre-laminated board in bottom portion fixed
on door frame by means of tapered clip No.
4660 and the frame to be completed by
means of jointing angle No. 1855 including
all cost of labour, T&P,
hire charges
of drilling machine, labour charges etc.
complete.
Data for 3'-0" x 6'-6" = 19.50 Sft or 1.81 Sqm
a)
Materials
Al. Section No 9202
3.96 m @ 1.202Kg/M =
4.76
Al. Section No 9201
0.91 m @ 1.299Kg/M =
1.18
Al. Section No 9200
Al. Section No 4660
1.83 m @ 1.974Kg/M =
15.24 m @ 0.169Kg/M =
3.61
2.57
Al. Ang. Sec. No 1855 2.44 m @ 0.518Kg/M =
1.26
13.38 Kg
1.34 Kg
14.72 Kg
Westage 10%
14.72 Kg
Each Kg
190.00
2796.80
12mm thick Prelaminated Novapan Board 1x3'-6"x3'-0" =
10.50
Westage 10%
1.05
11.55 Sft or 1.07
6mm black glass 1x3'-0"x3'-0" 9.00
Westage 10%
0.90
9.90 Sft or 0.92
4" Al. Hinges.
U rubber beading
Door Stopper
Handle
6 Level mortice lock
Automatic door closure
Hire charges of drilling machine
Aluminium Screws adaessive
b) Labour
High skilled labour
Semi skilled labour
c) O.H.C @ 10% on (a+b)
Total (a+b+c)
Rate per Sqm
1.07
Sft
Each Sft
543.00
581.01
0.92
4
18.29
1
2
1
1
1.5
LS
Sft
Nos.
Mtr
day
Nos.
Nos.
Nos.
Day
Each Sft
Each
Each Mtr
Each
Each
Each
Each
Each
577.00
38.00
7.00
25.00
62.50
400.00
600.00
100.00
530.84
152.00
128.03
25.00
125.00
400.00
600.00
150.00
50.00
Each
Each
85.00
65.00
528.70
404.30
647.17
7118.85
3933.07
3933.10
6.22 Nos.
6.22 Nos.
7118.85
1.81
-243-
Or say
Rs.
SI
No
Description
Quantity required
Unit
Rate
Rs. P
Amount
Rs. P
11 Supplying, fitting and fixing of Stainless steel
of 304 grade in hand railing using 50mm dia
of 2mm thick circular pipe with Balustrade of
size 32mm x 32mm x 2mm @ 0.90mtr. C/C
and stainless square pipe bracing of size
32mm x 32mm x 2mm in 3 rows in stair
case as per approved design and
specification, buffing, polishing etc with cost,
conveyance, taxes of all materials, labour,
T&P etc. required for the complete in all
respect.
Data for 3.26 Rmt.
a)
Materials
Railing- 50mm outer dia of 2mm thick 3.26
rmt. @ 3.50kg/mtr.
11.41 Kg
Each Kg
240.24
2741.14
6.12 Kg
Each Kg
256.62
1570.51
Stainless steel square pipe bracing of size
32mmx32mmx2mm in 3 rows (3x3.26m =
9.78mtr. @ 1.70kg/mtr.
16.63 Kg
Each Kg
256.62
4267.59
Fabrication
34.16
Kg Each Kg
10.00
341.60
Balustrade of size 32mmx32mmx2mm
(4x0.90m = 3.60mtr. @ 1.70kg/mtr.
Buffing, polishing etc. 2%
b) Labour
High skilled labour
Semi skilled labour
c) Over head charges @ 10% on (a+b)
Total (a+b+c)
Rate per 1 Rmt.
171.58
0.89 Nos.
0.89 Nos.
10148.51
3.26
-244-
Each
Each
Or say
85.00
65.00
Rs.
75.65
57.85
922.59
10148.51
3113.04
3113.00
12. Specification for Double shutter Sliding
window
Typical drawing
Providing and fixing of Sliding
windows of approved make to be
fabricated from roll formed sections
made of pre-painted steel (base steel
as per IS-513 of 0.6 mm thick “D”
quality, galvanized as per IS-277
with zinc of 120 Gm/Sq.mtr) with
total coated thickness of 0.55 mm
.Slide guide section should be made
of 0.5 mm stainless steel of 430
grade. with paint specification being
with primer of 5-7 microns thick and
finished paint with polyster paint
(Black /Pearl white/ Chocolate
Brown) of 12-16 microns alongwith
the alkyd backer at the back of 5-7
microns and the Sections for external
frame bottom and top should be of
79 x 45 mm. external frame sides
should be of 69 x 24 mm, guide for
top and bottom should be of 69 x 26
mm (Stainless Steel). Section for
shutter should be of 26 x 30 mm,
Sash bar should be of 23 x
57mm.Accessories / gaskets are to be
used as per the manufacturer’s
supply and specification like gasket
will be made of EPDM. All corner
brackets for internal and external are
to be made of glass filled nylon. The
sections are to be cut to length ,
joined and assembled by means of
corner bracket and frames are fixed
to the concrete/masonry walls by
means of self expanding screws and
glass to be used of 5 mm reflective
with all taxes complete.
-245-
Sl
Description
Quantity
Required
Unit
Rate
Rs.
P
Amount
Rs.
P
Data for 2.32 Sqm.
Material
A
1
2
3
4
5
Profile
Outer frames(side/top) Po-255
Outer frames(bottom) Po-256
Sliding shutter Po-254
Sliding track(SS) Po-257
Sash bar at shutter Po-107
4.575
1.525
9.15
3.05
1.525
mtr
mtr
mtr
mtr
mtr
154.22
102.82
123.7
401.62
205.63
705.55
156.80
1131.86
1224.94
313.59
3532.74
1
2
2
10
nos
nos
nos
nos
198.75
242.19
13.16
19.74
198.75
484.38
26.32
197.40
total
B
1
2
3
4
Accessories
Sliding outer frame assembly/pc
Sliding shutter/pc
Sash bar
Wall fixing with polymide anchor at
every 600mm c/c. of outer frame
total
C
D
906.85
Gasket
For shutter
9.15
mtr
Glass
cost of 5mm reflective glass
2.32
Smtr
37.22
340.56
784.31
1819.60
Total (A+B+C+D)
E
6599.75
Labour
Labour for fixing of 2.32Smtr.
High skilled
Semi skilled
2.49
2.49
no.
no.
85.00
65.00
211.65
161.85
10%
373.50
6973.25
697.33
Total labour (E)
F
G
Total (A+B+C+D+E)
Over head charges @ 10% on(F)
Total(F+G)
Rate / sqmtr = 7670.58/2.32
Rate per sqm
Total
Rs.
Say
-246-
7670.58
3306.28
3306.30
Remark
13. Partly fixed partly top hung and louvered window
Typical drawing
Providing and fixing of Partly fixed,
partly top hung and partly louvered
windows of approved make to be
fabricated from roll formed sections made
of pre-painted steel (base steel as per IS513 of 0.6 mm thick “D” quality,
galvanized as per IS-277 with zinc of 120
Gm/Sq.mtr) with paint specification being
with primer of 5-7 microns and finished
paint with polyster paint (Black /Pearl
white/ Chocolate Brown) of 12-16
microns alongwith the alkyd backer at the
back of 5-7 microns and the sizes of outer
frame being of 46x52 mm and with all
vertical and horizontal mullions are of
46x70 mm
and fixed beadings are of
18x25 mm. Section for internal top and
bottom frames in the louvered areas should
be 18 x 40 mm.Top hung shutter should be
of 46 x 46 mm. Accessories / gaskets are to
be used as per the manufacturer’s supply
and specification like handle being made of
high grade aluminium powder coated and
with nylon receiver and gasket will be
made of EPDM. All corner brackets are to
be made of CRCA with zinc phosphating.
The mullion caps and louvered-clips should
be of glass filled nylon. The sections are to
be cut to length ,mitre joined with corner
bracket and frames are fixed to the
concrete/masonry walls by means of self
expanding screws and glass to be used of 5
mm reflective with all taxes complete.
-247-
Sl
A
1
2
3
4
5
Description
Quantity
Required
Data for 2.32 Sqm.
Material
Profile
Outer frames Po-527
Intermediate mullion Po-528
Shutter Frame Po-153
Fixed beading Po-179
Louvered horizantal(top/bottom)Po193A
Unit
Rate
Rs.
Amount
Rs.
P
P
6.100
2.135
2.745
6.407
mtr
mtr
mtr
mtr
244.19
273.10
202.42
101.21
1489.56
583.07
555.64
648.45
1.22
mtr
102.82
125.44
3402.16
4
1
2
1
12
nos
no
nos
no
nos
30.27
264.56
39.49
77.66
19.74
121.08
264.56
78.98
77.66
236.88
10
nos
19.74
197.40
976.56
mtrs
mtrs
28.95
37.22
79.47
238.47
317.94
total
B
1
2
3
4
5
6
Accessories
Outer frame corner
Top hung shutter/pc
Fixed mullion
Fixed glazing
Louvered blade
Wall fixing with polymide anchor at
every 600mm c/c of outer frame
total
C
1
2
Gasket
For shutter
For beading
2.745
6.407
total
Total (A+B+C)
D
4696.66
Glass
cost of 5mm reflective glass
2.32
Smtr
784.31
6516.26
Total (A+B+C+D)
E
Labour
Labour for fixing for 2.32Smtr.
High skilled
Semi skilled
2.49
2.49
no.
no,
85.00
65.00
211.65
161.85
10%
373.50
6889.76
688.98
Total labour (E)
F
G
Total (A+B+C+D+E)
Over head charges @ 10% on (F)
Total(F+G)
Rate / sqmtr = 7578.74/2.32 =
Rate per sqm
1819.60
Rs.
Say
-248-
7578.74
3266.70
3266.70
Remark
14. Fixed Glazing with part top hung
Typical drawing
Providing and fixing of Fixed Glazing
with part Top hung of approved make to
be fabricated from roll formed sections
made of pre-painted steel (base steel as per
IS-513 of 0.6 mm thick “D” quality,
galvanized as per IS-277 with zinc of 120
Gm/Sq.mtr) with paint specification being
with primer of 5-7 microns and finished
paint with polyster paint (Black /Pearl
white/ Chocolate Brown) of 12-16
microns alongwith the alkyd backer at the
back of 5-7 microns and the sizes of outer
frame being of 46x52 mm and with all
vertical and horizontal mullions are of
46x70 mm
and fixed beadings are of
18x25 mm. Top hung shutter should be of
46 x 46 mm. Accessories / gaskets are to be
used as per the manufacturer’s supply and
specification like handle being made of
high grade aluminium powder coated and
with nylon receiver and gasket will be
made of EPDM. All corner brackets are to
be made of CRCA with zinc phosphating.
The mullion caps and louvered-clips should
be of glass filled nylon. The sections are to
be cut to length ,mitre joined with corner
bracket and frames are fixed to the
concrete/masonry walls by means of self
expanding screws and glass to be used of 5
mm reflective with all taxes complete.
-249-
Sl
Description
A
1
2
3
4
5
Quantity
Required
Data for 8.37 Sqm.
Material
Profile
Outer frames Po-527
Intermediate mullion Po-528
Shutter Frame Po-153
Fixed beading Po-179
33x57 Box section
Unit
Rate
Rs.
Amount
Rs.
P
P
Rate/Unit
11.5
14.6
7.3
33.5
6.1
mtr
mtr
mtr
mtr
mtr
244.19
273.1
202.42
101.21
244.19
2808.18
3987.26
1477.67
3390.54
1489.56
13153.21
4
2
11
10
18
nos
nos
nos
nos
nos
30.27
264.56
39.49
77.66
19.74
121.08
529.12
434.39
776.60
355.32
total
B
1
2
3
4
6
Accessories
Outer frame corner
Top hung shutter/pc
Fixed mullion
Fixed glazing
Wall fixing with polymide anchor at
every 600mm c/c. of outer frame
total
C
1
2
Gasket
For shutter Po-153
For beading Po-179
2216.51
7.32
33.55
mtr
mtr
28.95
37.22
211.91
1248.73
1460.64
16830.36
784.31
6564.67
23395.03
85.00
65.00
763.30
583.70
total
Total(A+B+C)
D
E
Glass
cost of 5mm reflective glass
Total (A+B+C+D)
Labour
Labour for fixing for 8.37Smtr.
High skilled
Semi skilled
8.37
Smtr
8.98
8.98
no.
no.
Total labour
charge
F
Total(A+B+C+D+E)
G
Over head charges @ 10% on ( F )
Total(F+G)
Rate / sqmtr =27216.23/8.37 =
Rate per sqm
1347.00
24742.03
10%
Rs.
Say
-250-
2474.20
27216.23
3251.64
3251.60
Remark
15. Fixed Ventilators.
Typical drawing
Providing and fixing of Fixed Ventilators
of approved make to be fabricated from
roll formed sections made of pre-painted
steel (base steel as per IS-513 of 0.6 mm
thick “D” quality, galvanized as per IS-277
with zinc of 120 Gm/Sq.mtr) with paint
specification being with primer of 5-7
microns and finished paint with polyster
paint (Black /Pearl white/ Chocolate
Brown) of 12-16 microns alongwith the
alkyd backer at the back of 5-7 microns and
the sizes of outer frame being of 46x52 mm
and with all vertical and horizontal
mullions are of 46x70 mm
and fixed
beadings are of 18x25 mm. Accessories /
gaskets are to be used as per the
manufacturer’s supply and specification
like handle being made of high grade
aluminium powder coated and with nylon
receiver and gasket will be made of EPDM.
All corner brackets are to be made of
CRCA with zinc phosphating. The mullion
caps and louvered-clips should be of glass
filled nylon. The sections are to be cut to
length ,mitre joined with corner bracket and
frames are fixed to the concrete/masonry
walls by means of self expanding screws
and glass to be used of 5 mm reflective
with all taxes complete.
-251-
Sl
Description
A
1
2
4
Quantity
Required
Unit
Data for 1.40 Sqm.
Material
Profile
Outer frames Po-527
Intermediate mullion Po-528
Fixed beading Po-179
Rate
Rs. P
5.1
1.5
8.2
mtr
mtr
mtr
244.19
273.10
101.21
1245.37
409.65
829.92
2484.94
4
2
3
5
nos
nos
nos
nos
30.27
39.49
77.66
19.74
121.08
78.98
232.98
98.70
total
B
1
3
4
6
Accessories
Outer frame corner
Fixed mullion
Fixed glazing
Wall fixing with polymide anchor at
every 600mm c/c. of outer frame
total
C
2
531.74
Gasket
For beading Po-179
8.2
mtr
37.22
total
Total(A+B+C)
D
Glass
cost of 5mm reflective glass
1.4
Smtr
784.31
Labour
Labour for fixing for 1.4Smtr.
High skilled
Semi skilled
1.18
1.18
no.
no.
85.00
65.00
Total (A+B+C+D+E)
Over head charges @ 10% on (F)
Total(F+G)
Rate / sqmtr = 5056.60/1.4 =
Rate per sqm
1098.03
4419.91
Total labour (E)
F
G
305.20
305.20
3321.88
Total (A+B+C+D)
E
Amount
Rs.
P
10%
Rs.
Say
-252-
100.30
76.70
177.00
4596.91
459.69
5056.60
3611.86
3611.90
Remark
16. Side hung Door.
Typical drawing
Providing and fixing of Side hung Door of
approved make to be fabricated from roll
formed sections made of pre-painted steel
(base steel as per IS-513 of 0.6 mm thick
“D” quality, galvanized as per IS-277 with
zinc of 120 Gm/Sq.mtr) with paint
specification being with primer of 5-7
microns and finished paint with polyster
paint (Black /Pearl white/ Chocolate
Brown) of 12-16 microns alongwith the
alkyd backer at the back of 5-7 microns and
the sizes of outer frame being of 46x52 mm
and shutter being of 46 x 46 mm and lock
rail and bottom rail should be of 23 x
130mm. Accessories / gaskets are to be
used as per the manufacturer’s supply and
specification like handle and lock of
approved quality. Hinges made up of
2.5mm thick. Gasket will be made of
EPDM. All corner brackets are to be made
of CRCA with zinc phosphating. The
sections are to be cut to length ,mitre joined
with corner bracket and frames are fixed to
the concrete/masonry walls by means of
self expanding screws and board to be of
9mm pre-laminated with all taxes
complete.
-253-
Sl
Description
A
1
4
5
Quantity
Required
Data for 1.74 Sqm.
Material
Profile
Outer frames Po-527
Sashbar Po-101
Shutter Frame Po-153
Unit
Rate
Rs. P
5.339
1.525
6.102
mtr
mtr
mtr
244.19
379.13
202.42
1303.73
578.17
1235.17
3117.07
2
1
1
2
7
nos
nos
nos
nos
nos
30.27
302.74
272.46
13.16
19.74
60.54
302.74
272.46
26.32
138.18
total
B
1
2
3
4
6
Accessories
Outer frame corner
Side hung door/pc
Door lock/pc
Sashbar/pc
Wall fixing with polymide anchor at
every 600mm c/c. of outer frame
total
C
1
2
Gasket
For Sashbar Po- 101
For shutter Po-153
800.24
1.525
6.102
mtr
mtr
82.72
28.95
total
E
4220.11
Board
Cost of 9mm Prelaminated board
Total (A+B+C+D)
Labour
Labour for fixing for 1.74Smtr.
High skilled
Semi skilled
1.74
Smtr
479
833.46
5053.57
1.87
1.87
No.
No.
85
65
158.95
121.55
Total labour (E)
F
G
126.15
176.65
302.80
Total (A+B+C)
D
Amount
Rs.
P
Total (A+B+C+D+E)
Over head charges @ 10% on (F)
280.50
5334.07
533.41
Total (F+G)
Rate per sqm = 5867.48/ 1.74 =
Rate per sqm
5867.48
3372.11
3372.10
Say
-254-
Rs.
Remark
17. swing Door.
Typical drawing
Providing and fixing of Swing Door of
approved make to be fabricated from roll
formed sections made of pre-painted steel
(base steel as per IS-513 of 0.6 mm thick
“D” quality, galvanized as per IS-277 with
zinc of 120 Gm/Sq.mtr) with paint
specification being with primer of 5-7
microns and finished paint with polyster
paint (Black /Pearl white/ Chocolate
Brown) of 12-16 microns alongwith the
alkyd backer at the back of 5-7 microns and
the sizes of outer frame being of 33 x 57
mm and shutter being of 46 x 52 mm and
46 x 46 mm and lock rail should be of 23 x
130mm. Accessories / gaskets are to be
used as per the manufacturer’s supply and
specification like handle, lock and floor
spring of approved quality. Gasket will be
made of EPDM. All corner brackets are to
be made of CRCA with zinc phosphating.
The sections are to be cut to length ,mitre
joined with corner bracket and frames are
fixed to the concrete/masonry walls by
means of self expanding screws and glass
to be used of 6 mm clear with all taxes
complete.
-255-
Sl
Description
A
1
2
3
4
5
B
1
2
3
4
5
6
7
C
1
2
3
Data for 4.18 Sqm.
Material
Profile
Outer frames Po-527
Shutter Frame Po-153
33 x 57 Box section
Fixed beading Po-179
Sash Bar Po-101
3*
Quantity
Required
Unit
Rate
Rs. P
12.2
12.2
8.5
7.9
3.0
mtr
mtr
mtr
mtr
mtr
244.19
202.42
247.40
101.21
379.13
2979.12
2469.52
2102.90
799.56
1137.39
9488.49
2
2
2
4
8
nos
nos
nos
nos
nos
30.27
151.37
272.46
13.16
19.74
60.54
302.74
544.92
52.64
157.92
1
nos
77.66
77.66
2
nos.
2250
4500.00
5696.42
mtr
mtr
mtr
82.72
28.95
37.22
248.16
347.40
294.04
889.60
total
Accessories
Outer frame corner
Swing Door shutter/pc
Door lock/pc
Sashbar/pc
Wall fixing with polymide anchor at
every 600mm c/c. of outer frame
Fixed glazing
Cost of floor Spring (Godrej Make) with
all taxes
Gasket
For Sashbar Po- 101
For shutter Po-153
Fixed beading Po-179
3.0
12.0
7.9
total
Total (A+B+C)
D
E
16074.51
Glass
cost of 6mm Clear glass
Total (A+B+C+D)
4.18
Smtr
4.48
4.48
no.
no.
455.00
1901.90
17976.41
85
65
380.80
291.20
Labour
High skilled
Semi skilled
Total labour (E)
F
G
Amount
Rs.
P
Total (A+B+C+D+E)
Over head charges @ 10% on (F)
672.00
18648.41
1864.94
Total (F+G)
Rate / sqm = 20513.35/4.18 =
Rate per sqm
20513.35
4907.50
4907.50
Say
-256-
Rs.
Remark
Note :
(i)
If any item is not available in Analysis of Rate the analysis of Data
Book will be refered with 10 % overhead charges and omitting
contractor’s profit.
(ii)
Sinking of well of other diameter will be proportionately increased as
per dredged volume.
-257-
XXII. Bridge Work
Description
1
A
Unit
Plain Cement Concrete in Open Foundation
complete as per Drawing and Technical
Specifications.
PCC Grade M15
Unit = cum
Taking output = 15 cum
a) Material
Cement
Coarse sand
40 mm Aggregate
20 mm Aggregate
10 mm Aggregate
b)
Labour
Mate
Mason 2nd Class
Mulia unskilled
c)
Machinery
Concrete mixer (cap. 0.40/0.28 cum)
Generator 33 KVA
d)
Overhead charges @ 10% on (a+b+c)
Cost for 15 cum = a+b+c+d
Rate per cum = (a+b+c+d)/15
Quantity Rate Rs
Cost Rs
MT
cum
cum
cum
cum
4.13
6.75
8.10
4.05
1.35
3410.00
29.00
464.00
638.00
671.00
14083.30
195.75
3758.40
2583.90
905.85
day
day
day
0.86
1.50
20.00
65.00
75.00
55.00
55.90
112.50
1100.00
hour
hour
6.00
6.00
161.00
240.00
MT
cum
cum
cum
cum
5.16
6.75
5.40
5.40
2.70
3410.00
29.00
464.00
638.00
671.00
17595.60
195.75
2505.60
3445.20
1811.70
day
day
day
0.86
1.50
20.00
65.00
75.00
55.00
55.90
112.50
1100.00
hour
hour
6.00
6.00
161.00
240.00
Remarks
966.00
1440.00
2520.16
27721.76
1848.12
say
1848.10 / cum
Note Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence
not added in rate analysis of cement concrete works.
B
PCC Grade M20
Unit : cum
Taking output = 15 cum
a) Material
Cement
Coarse sand
40 mm Aggregate
20 mm Aggregate
10 mm Aggregate
b)
Labour
Mate
Mason 2nd Class
Mulia unskilled
c)
Machinery
Concrete mixer (cap. 0.40/0.28 cum)
Generator 33 KVA
d)
Overhead charges @ 10% on (a+b+c)
Cost for 15 cum = a+b+c+d
Rate per cum = (a+b+c+d)/15
say
-258-
966.00
1440.00
2922.83
32151.08
2143.41
2143.40 / cum
Description
C
Unit
PCC Grade M25
Case I:- Using Concrete Mixer
Unit = cum
Taking output = 15 cum
a) Material
Cement
Coarse sand
40 mm Aggregate
20 mm Aggregate
10 mm Aggregate
b)
Labour
Mate
Mason 2nd Class
Mulia unskilled
c)
Machinery
Concrete mixer (cap. 0.40/0.28 cum)
Generator 33 KVA
d)
Overhead charges @ 10% on (a+b+c)
Cost for 15 cum = a+b+c+d
Rate per cum = ( a+b+c+d )/15
Quantity Rate Rs
MT
cum
cum
cum
cum
5.99
6.75
5.40
5.40
2.70
3410.00
29.00
464.00
638.00
671.00
20425.90
195.75
2505.60
3445.20
1811.70
day
day
day
0.86
1.50
20.00
65.00
75.00
55.00
55.90
112.50
1100.00
hour
hour
6.00
6.00
161.00
240.00
say
Case II:- With Batching Plant, Transit Mixer and
Concrete Pump
Unit : cum
Taking Output = 120 cum
a) Material
Cement
MT
Coarse sand
cum
40 mm Aggregate
cum
20 mm Aggregate
cum
10 mm Aggregate
cum
b)
Labour
Mate
day
Mason 2nd Class
day
Mulia unskilled
day
c)
Machinery
Batching Plant @ 20 cum/hour
hour
Generator 100 KVA
hour
Loader 1 cum capacity
hour
Transit Mixer 4 cum capacity for lead upto 1km.
hour
Lead beyond 1 km, L - lead in km
t - km
Concrete Pump
hour
d)
Overhead charges @ 10% on (a+b+c)
cost of 120 cum = a+b+c+d
Rate per cum = (a+b+c+d)/120
3410.00
29.00
464.00
638.00
671.00
163509.50
1566.00
20044.80
27561.60
14493.60
0.84
3.00
18.00
65.00
75.00
55.00
54.60
225.00
990.00
1440.00
450.00
520.00
600.00
8640.00
2700.00
3120.00
9000.00
6.00
6.00
6.00
15.00
300L
6.00
165.00
Remarks
966.00
1440.00
3205.86
35264.41
2350.96
2351.00 / cum
47.95
54.00
43.20
43.20
21.60
say
-259-
Cost Rs
990.00
25289.51
278184.61
2318.21
2318.20 / cum
Description
D
Unit
PCC Grade M30
Case I:- Using Concrete Mixer
Unit = cum
Taking output = 15 cum
a) Material
Cement
Coarse sand
40 mm Aggregate
20 mm Aggregate
10 mm Aggregate
b)
Labour
Mate
Mason 2nd class
Mulia unskilled
c)
Machinery
Concrete mixer (cap. 0.40/0.28 cum)
Generator 33 KVA
d)
Overhead charges @ 10% on (a+b+c)
cost of 15 cum = a+b+c+d
Rate per cum (a+b+c+d )/15
Quantity Rate Rs
MT
cum
cum
cum
cum
6.08
6.75
5.40
5.40
2.70
3410.00
29.00
464.00
638.00
671.00
20732.80
195.75
2505.60
3445.20
1811.70
day
day
day
0.86
1.50
20.00
65.00
75.00
55.00
55.90
112.50
1100.00
hour
hour
6.00
6.00
161.00
240.00
say
Case II:-Using Batching Plant, Transit Mixer and
Concrete Pump
Unit : cum
Taking Output = 120 cum
a) Material
Cement
MT
Coarse sand
cum
40 mm Aggregate
cum
20 mm Aggregate
cum
10 mm Aggregate
cum
b)
Labour
Mate
day
Mason 2nd class
day
Mulia unskilled
day
c)
Machinery
Batching Plant @ 20 cum/hour
hour
Generator 100 KVA
hour
Loader 1 cum capacity
hour
Transit Mixer 4 cum capacity for lead upto 1km.
hour
Lead beyond 1 km, L - lead in km
t - km
Concrete Pump
hour
d)
Overhead charges @ 10% on (a+b+c)
cost of 120 cum = a+b+c+d
Rate per cum (a+b+c+d )/120
3410.00
29.00
464.00
638.00
671.00
165726.00
1566.00
20044.80
27561.60
14493.60
0.84
3.00
18.00
65.00
75.00
55.00
54.60
225.00
990.00
1440.00
450.00
520.00
600.00
8640.00
2700.00
3120.00
9000.00
6.00
6.00
6.00
15.00
300L
6.00
165.00
Remarks
966.00
1440.00
3236.55
35602.00
2373.47
2373.50 / cum
48.60
54.00
43.20
43.20
21.60
say
-260-
Cost Rs
990.00
25511.16
280622.76
2338.52
2338.50 / cum
2
A
Description
Unit
Quantity Rate Rs
Cost Rs
WELL FOUNDATION
Providing and Constructing Temporary Island 16
m diameter for Construction of Well Foundation
for 8m dia. Well.
Assuming depth of water 1.0 m and height of
island to be 1.25 m.
Unit = 1 No
Taking output = 1 No.
a) Material
Earth (compacted)
Sand bags
b)
Labour
Mate
Mulia unskilled for filling sand bags, stitching and
placing
c)
Machinery
Crane with grab 1 cum capacity
Consumables @ 2.5 per cent of (c) above
d)
Overhead charges @ 10% on (a+b+c)
Rate per No. (a+b+c)
cum
each
251.20
750.00
45.45
4.55
11417.04
3412.50
day
day
0.40
15.00
65.00
55.00
26.00
825.00
hour
20.00
550.00
metre
190.00
33.00
6270.00
day
day
5.60
18.00
65.00
55.00
364.00
990.00
day
day
12.00
110.00
55.00
55.00
660.00
6050.00
hour
50.00
550.00
27500.00
4560.88
11000.00
275.00
2668.05
29623.59
say
29623.60
Note It is assumed that earth will be available within the working space of crane with grab bucket.
B Assuming depth of water 4.0 m and height of
island 4.5 m.
Unit = 1No
Taking output = 1 No
a) Material
Earth (compacted)
cum
904.32
45.45
41101.34
Sand bags
each 6000.00
4.55
27300.00
Wooden ballies 8" Dia and 9 m long (95 Nos including
metre
950.00
76.00
72200.00
wastage of 1 m)
Wooden ballies 2" Dia for bracing
Labour
Mate
Mazdoor for piling 8" dia ballies for piling 8" dia
ballies
Mulia unskilled for bracing with 2" dia ballies
Mulia unskilled for filling sand bags, stitching and
placing
c)
Machinery
Crane with grab 1 cum capacity
Consumables and other arrangements for piling
ballies @ 2.5 per cent of (a+b+c).
d)
Overhead charges @ 10% on (a+b+c)
Rate per No. (a+b+c+d)
b)
18243.53
205239.76
say 205239.80
Note For other well diameters rate can be worked out on the basis of cross-sectional area of well. The
diameter of the island shall be in the conformity with clause 1203.2 of MoRTH specifications.
-261-
Remarks
Description
Unit
C. Providing and constructing one span service road
to reach island location from one pier location to
another pier location
Assuming span length 30 m, width of service road
10m and depth of water 1m
Unit = 1 meter
Taking output = 30 metre
a) Material
Earth
Sand bags
b)
Labour
Mate
Mulia unskilled for filling sand bags, stitching and
placing
c)
Machinery
Front end Loader 1 cum capacity
Tipper 5.5 cum capacity
d)
Overhead charges @ 10% on (a+b+c)
Cost for 30 m (a+b+c+d)
Rate per m (a+b+c+d)/30
3
Quantity Rate Rs
Cost Rs
cum
each
450.00
300.00
10.00
4.55
4500.00
1365.00
day
day
0.24
6.00
65.00
55.00
15.60
330.00
hour
hour
27.00
28.00
520.00
506.00
say
14040.00
14168.00
3441.86
37860.46
1262.02
1262.00
Providing and Laying Cutting Edge of Mild Steel
weighing 40 kg per metre for Well Foundation
complete as per Drawing and Technical
Specification.
Unit = 1 MT
Taking output = 1 MT
a) Material
Structural steel in plates, angles, etc including 5
per cent wastage
Nuts & bolts
b)
Labour
(for cutting, bending, making holes, joining,
welding and erecting in position)
Mate
Fitter 2nd class
Blacksmith Special
Welder Special
Mulia unskilled
Electrodes, cutting gas and other consumables @ 10
per cent of cost of (a) above
c)
Overhead charges @ 10% on (a+b)
Rate per MT (a+b+c)
MT
1.05
28817.00
30257.85
Kg
20.00
49.00
980.00
day
day
day
day
day
1.32
5.50
5.50
5.50
16.50
65.00
75.00
85.00
85.00
55.00
85.80
412.50
467.50
467.50
907.50
3123.79
say
-262-
3357.87
40060.30
40060.30
Remarks
Description
4
Unit
Cost Rs
Providing Steel Liner 10 mm thick for Curbs and
6 mm thick for Steining of Wells including
Fabricating and Setting out as per Detailed
Drawing.
Unit = 1 MT
Taking output = 1 MT
a) Material
i) Structural steel including 5 per cent wastage
b)
Labour
Mate
Fitter 2nd class
Blacksmith Special
Welder Special
Mulia unskilled
Electrodes, cutting gas and other consumables @
5 per cent on cost (a) above.
c) Overhead charges @ 10% on (a+b)
Rate for per MT (a+b+c)
5
Quantity Rate Rs
Levelling Course for Pile cap
Providing and laying of PCC M15 levelling course
100mm thick below the pile cap.
Unit = cum
Taking output = 15 cum
a) Material
Cement
Coarse sand
40 mm aggregate
20 mm Aggregate
10 mm Aggregate
b)
Labour
Mate
Mason 2nd class
Mulia unskilled
c)
Machinery
Concrete mixer (cap. 0.40/0.28 cum)
Generator 33 KVA
d)
Overhead charges @ 10% on (a+b+c)
Cost for 15 cum = a+b+c+d
Rate per cum (a+b+c+d)/15
MT
1.05
28580.00
30009.00
day
day
day
day
day
1.24
6.00
5.00
5.00
10.00
65.00
75.00
85.00
85.00
55.00
80.60
450.00
425.00
425.00
550.00
1500.45
say
3193.96
36634.01
36634.00
MT
cum
cum
cum
cum
4.13
6.75
8.10
4.05
1.35
3410.00
29.00
464.00
638.00
671.00
14083.30
195.75
3758.40
2583.90
905.85
day
day
day
0.86
1.50
20.00
65.00
75.00
55.00
55.90
112.50
1100.00
hour
hour
6.00
6.00
161.00
240.00
966.00
1440.00
2520.16
27721.76
1848.12
1848.10
say
Note:
1)
10 percent excess on the above rates will be allowed in the works being executed inside jail premises.
-263-
Remarks
Sl.
Description
No.
1
2
6 Cement Mortar 1:3 (1 cement : 3 sand)
Unit = 1 cum
Taking output = 1 cum
a) Materials
Cement
Sand
b)
Labour
Mate
Mazdoor
Total Material and Labour = (a+b)
7
Quantity
required
Unit
3
4
Rate
Rs. P
5
Amount
Rs. P
6
MT
cum
0.51
1.05
3410.00
29.00
1739.10
30.45
day
day
0.04
0.90
65.00
55.00
say
2.60
49.50
1821.65
1821.70
31.50
60.00
1890.00
30.00
10.00
10.00
6.00
300.00
60.00
0.05
1821.70
91.09
0.03
0.50
0.25
65.00
75.00
55.00
Providing
weep
holes
in
Brick
masonry/Plain/
Reinforced
concrete
abutment, wing wall/ return wall with 100
mm dia AC pipe, extending through the full
width of the structure with slope of 1V
:20H towards drawing foce. Complete as
per drawing and Technical
Unit = Metre
Taking output = 30 Metre
a) Material
AC pipe 100 mm dia. (including wastage
metre
@ 5 per cent )
Assuming weep holes of 30 Nos of average
length one metre is taken for the purpose of
estimating.
MS clamp
each.
collar for AC pipe (average) taking 10% of each.
above pipe rate
Cement mortar 1:3 (Rate as in Item 2 of
cum
Foundation)
b) Labour
Mate
day
Mason 2nd class
day
Mulia unskilled
day
c)
Overhead charges @ 10% on (a+b)
Cost for 30 Metres = a+b+c
Rate per Metre (a+b+c)/30
1.95
37.50
13.75
239.43
2633.72
87.79
say
87.80
1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular
2. For structure in stone masonry, the weep holes shall be deemed to be included in the
item of stone masonry work and shall not be paid separately.
-264-
Remarks
7
Sl.
Quantity
Description
required
No.
3
1
2
8 Back filling behind abutment, wing wall
and return wall complete as per drawing
and Technical Specification
Unit = cum
Taking output = 10 cum
A Granular material
a) Labour
Mate
Mulia unskilled
b) Material
Granular material
c)
Machinery
Plate compactor/power rammer
Water Tanker
d)
Overhead charges @ 10% on (a+b+c)
Unit
4
Rate
Rs. P
5
day
day
0.28
7.00
65.00
55.00
18.20
385.00
cum
12.00
45.00
540.00
hour
hour
2.50
0.05
100.00
506.00
250.00
25.30
121.85
Cost for 10 cum of granular backfill =
a+b+c+d
Rate per cum = (a+b+c+d)/10
B Sandy material
a) Labour
Mate
Mulia unskilled for filling, watering,
ramming etc.
b) Material
Sand
c)
Machinery
Plate compactor/power rammer
Water Tanker
d)
Overhead charges @ 10% on (a+b+c)
1340.35
say
134.04
134.00
day
day
0.28
7.00
65.00
55.00
18.20
385.00
cum
12.00
25.00
300.00
hour
hour
2.50
0.06
100.00
506.00
250.00
30.36
98.36
Cost for 10 cum of sandy backfill = a+b+c+d
Rate per cum = (a+b+c+d)/10
say
-265-
Amount
Rs. P
6
1081.92
108.19
108.20
Remarks
7
Sl.
Quantity
Description
required
No.
3
1
2
9 Providing and laying of Filter media with stone crushed
Unit
4
Rate
Rs. P
5
Amount
Rs. P
6
aggregates of 45 mm size satisfying the requirements
laid down in clause 2504.2.2. of MoRTH specifications
to a thickness of not less than 600 mm with smaller size
towards the soil and bigger size towards the wall and
provided over the entire surface behind abutment , wing
wall and return wall to the full height compacted to a
firm condition complete as per drawing and Technical
Specification.
Unit = cum
Taking output = 10 cum.
a) Labour
Mate
Mulia unskilled for filling, watering,
ramming etc.
Mulia skilled
b) Material
Filter media of stone aggregate conforming
to clause 2504.2.2. of MoRTH
specifications.
c)
Machinery
Water Tanker of 6 KL capacity
d)
Overhead charges @ 10% on (a+b+c)
day
day
0.32
7.00
65.00
55.00
20.80
385.00
day
1.00
75.00
75.00
cum
12.00
445.00
5340.00
hour
0.06
506.00
30.36
585.12
cost for 10 cum of Fiter Media = a+b+c+d
Rate per cum = (a+b+c+d)/10
say
-266-
6436.28
643.63
643.60
Remarks
7
10
Description
Construction of precast RCC railing
of M30 Grade, aggregate size not
exceeding 12 mm, true to line and
grade, tolerance of vertical RCC post
not to exceed 1 in 500, centre to centre
spacing between vertical post not to
exceed 2000 mm, leaving adequate
space between vertical post for
expansion, complete as per approved
drawings and technical specifications.
Unit
Quantity
cum
4.092
Rate Rs
Cost Rs
Unit = 1 RM
Taking output = 2 x 24 m span = 48 m
a)
Material
Cement concreteM30 Grade Refer
relevant item of RCC in Item- 6,
excluding formwork i.e. per cum
basic cost (a+b+c)
No. of vertical posts = (12 + 2)2 = 28
Nos., External area of vertical post
0.25x0.275 = 0.069sqm, Concrete in
Vertical posts = 0.069 x 28 = 1.932
cum, Hand rail in 3 tiers = 3 x 24 =
72 m, External area = 0.170 x 0.175
= 0.03 sqm, Concrete in hand rails =
0.03 x 72 = 2.16 cum, Total Concrete
= 1.932 + 2.16 = 4.092 cum. (Refer
MoRTH SD / 202).
2230.82
Add 5 per cent of above cost for
form work for casting in casting yard.
HYSD bar reinforcement Rate as per
item No 9(A) of RCC.
Refer MoRTH SD / 202.
Add 5 per cent of (a) for handling
and fixing of precast panels in
position
b)
Overhead charges @ 10% on (a)
456.43
tonne
0.87
31293.45
3665.38
say
-267-
27068.83
1832.69
Rate for 48 m (a+b+c)
Rate per metre (a+b+c)/48
Note 1.Quantities of material have been
adopted from standard plans of MoRTH
vide drawing no. SD/202.
2.48 m length is the total linear length
adding both sides of 24 m span.
9128.53
42151.85
878.16
878.20
Remarks
11
Construction of RCC railing of M30
Grade in-situ with 20 mm nominal size
aggregate, true to line and grade,
tolerance of vertical RCC post not to
exceed 1 in 500, centre to centre
spacing between vertical post not to
exceed 2000 mm, leaving adequate
space between vertical post for
expansion, complete as per approved
drawings and technical specifications.
Unit = 1 RM
Taking output = 2 x 24 m span = 48 m.
a)
Material
Cement concreteM30 Grade Refer
relevant item of RCC in Item- 6 ,
excluding formwork i.e. per cum
basic cost (a+b+c)
No. of vertical posts = (12 + 2)2 = 28
Nos., External area of vertical post
0.25x0.275 = 0.069sqm, Concrete in
vehicle posts = 0.069 x 28 = 1.932
cum, Hand rail in 3 tiers = 3 x 24 =
72 m, External area = 0.170 x 0.175
= 0.03 sqm, Concrete in hand rails =
0.03 x 72 = 2.16 cum, Total Concrete
= 1.932 + 2.16 = 4.092 cum. (Refer
MoRTH SD / 202).
Add 12 per cent of above cost for
form work.
HYSD bar reinforcement Rate as per
item No- 2
refer MoRTH SD / 202.
b)
Overhead charges @ 10% on (a)
cum
4.092
2230.82
1095.42
tonne
0.87
31293.45
say
-268-
27068.83
3729.28
Rate for 48 m (a+b+c)
Rate per metre (a+b+c)/48
Note 1. Quantities of material have been
adopted from standard plans of MoRTH
vide drawing no. SD/202.
2. 48 m length is the total linear length
adding both sides of 24 m span.
9128.53
41022.06
854.63
854.60
12
Painting on concrete surface
Providing and applying 2 coats of
water based cement paint to
unplastered concrete surface after
cleaning the surface of dirt, dust, oil,
grease, efflorescence and applying
paint @ of 1 litre for 2 sqm.
Unit = sqm
Taking output = 10 sqm
a) Labour
Mate
Painter special
Mazdoor (Skilled)
b) Material
Water based paint of approved
quality for cement concrete surface
c)
Overhead charges @ 10% on
(a+b)
Cost for 10 sqm (a+b+c+d)
Rate per sqm (a+b+c+d)/10
13 Providing, fitting and fixing Angle
Iron Expansion joints with M.S Angle
of size 75mm x 75mm x 6mm and 6mm
thick M.S plate and 12mm dia HYSD
bars
Unit = 1 RM
Taking output = 1 m
a) Material
i) M.S Angle 75mm x 75mm x 6mm
2 x 1.00m=2.00m@8.90kg per mtr=
17.80kg
ii) M.S Plate 6mm thick
1x1.00mx0.150m=0.150sqm
@47.10kg /sqm=7.065kg
iii) HYSD Bars 12mm dia 7nos
@ 15cm C/C of 0.65m long
2x7x0.65m =9.10m @0.89kg /mtr =
8.099kg
iv) Cost of welding rod 1/2 packet
required for fabrication
v) Cost of 12mm dia bolt
b) Labour
Labour for fabriaction
Labour for fixing and transportation to
site and painting of exposed iron with
anti corrosive paints
day
day
day
0.01
0.25
0.25
65.00
85.00
75.00
0.65
21.25
18.75
Litres
5.00
50.00
250.00
29.07
say
319.72
31.97
32.00
kg
17.80
30.64
545.39
kg
7.065
30.64
216.47
kg
8.099
28.817
233.39
pkt.
0.50
300.00
150.00
nos
4.00
15.00
60.00
kg
32.964
2.708
89.27
100.00
L.S.
139.45
c)
Overhead charges @ 10% on
(a+b)
Rate per metre = a+b+c
say
-269-
1533.97
1534.00